-
1
-
-
0012252225
-
Development in sampling of cohensioless soils in Japan
-
New Delhi, Inde
-
Adachi K. & K. Tokimatsu 1994. Development in Sampling of Cohensioless Soils in Japan. Proc. XIII ICSMFE, New Delhi, Inde.
-
(1994)
Proc. XIII ICSMFE
-
-
Adachi, K.1
Tokimatsu, K.2
-
2
-
-
0022892010
-
A new apparatus for investigating the stress-strain characteristics of sands
-
Alarcon-Guzman A., Chameau J.L. & Leonards G.A. 1986. A New Apparatus for Investigating the Stress-Strain Characteristics of Sands. Geotechnical Testing Journal, 9(4): 204-212.
-
(1986)
Geotechnical Testing Journal
, vol.9
, Issue.4
, pp. 204-212
-
-
Alarcon-Guzman, A.1
Chameau, J.L.2
Leonards, G.A.3
-
3
-
-
0027606723
-
Effect of setting method on the behaviour of clays in triaxial compressiom from saturation to undrained shear
-
Ampadu S.K. & Tatsuoka F. 1993. Effect of Setting Method on the Behaviour of Clays in Triaxial Compressiom from Saturation to Undrained Shear. Soils and Foundations, 33(2): 14-34.
-
(1993)
Soils and Foundations
, vol.33
, Issue.2
, pp. 14-34
-
-
Ampadu, S.K.1
Tatsuoka, F.2
-
4
-
-
0012253447
-
A hollow cylinder torsional simple shear apparatus capable of a wide range of shear strain measurement
-
Ampadu S.K. & Tatsuoka F. 1993a. A Hollow Cylinder Torsional Simple Shear Apparatus Capable of a Wide Range of Shear Strain Measurement. Geotechnical Testing Journal, 16(1): 3-17.
-
(1993)
Geotechnical Testing Journal
, vol.16
, Issue.1
, pp. 3-17
-
-
Ampadu, S.K.1
Tatsuoka, F.2
-
5
-
-
0002621681
-
The NGI 54 mm samplers for undisturbed sampling of clays and representative sampling of coarser materials
-
Singapore
-
Andersen A. & Kolstad P. 1979. The NGI 54 mm Samplers for Undisturbed Sampling of Clays and Representative Sampling of Coarser Materials. Proceedings of the International Symposium on Soil Sampling. Singapore. pp. 13-21.
-
(1979)
Proceedings of the International Symposium on Soil Sampling
, pp. 13-21
-
-
Andersen, A.1
Kolstad, P.2
-
7
-
-
0025751434
-
Experimental determination of stress-strain-time characteristics in laboratory and in situ tests
-
Atkinson J.H. & Sallfors G. 1991. Experimental Determination of Stress-Strain-Time Characteristics in Laboratory and in Situ Tests. Proc. of X ECSMFE, Florence, Italy, Balkema, Rotterdam,3: 915-956.
-
(1991)
Proc. of X ECSMFE, Florence, Italy, Balkema, Rotterdam
, vol.3
, pp. 915-956
-
-
Atkinson, J.H.1
Sallfors, G.2
-
8
-
-
0017674652
-
s by mechanical impulse
-
s by Mechanical Impulse. Journal GED, ASCE. 103 (GT12): 1381-1398.
-
(1977)
Journal GED, ASCE
, vol.103
, Issue.GT12
, pp. 1381-1398
-
-
Auld, B.1
-
11
-
-
0002179129
-
Interpretation of CPTs and CPTUs - Part II: Drained penetration in sands
-
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M.& E. Pasqualini 1986. Interpretation of CPTs and CPTUs - Part II: Drained Penetration in Sands. Proc. of 4th International Geotechnical Seminar on Field Instrumentation and In Situ Measurements, Singapore.
-
(1986)
Proc. of 4th International Geotechnical Seminar on Field Instrumentation and In Situ Measurements, Singapore
-
-
Baldi, G.1
Bellotti, R.2
Ghionna, V.3
Jamiolkowski, M.4
Pasqualini, E.5
-
13
-
-
0012400577
-
Seismic cone in Po river sand
-
Baldi G., Bruzzi, D., Superbo, S., Battaglio, M. & M. Jamiolkowski 1988a. Seismic Cone in Po River Sand. Proc. ISOPT-1, Orlando, Fla. 2: 643-650.
-
(1988)
Proc. ISOPT-1, Orlando, Fla.
, vol.2
, pp. 643-650
-
-
Baldi, G.1
Bruzzi, D.2
Superbo, S.3
Battaglio, M.4
Jamiolkowski, M.5
-
14
-
-
0024773854
-
Modulus of sands from CPT's and DMT's
-
Baldi, G., Bellotti, R., Ghionna, V.N., Jamiolkowski, M. & D.C.F. Lo Presti 1989a Modulus of Sands from CPT's and DMT's. Proc. XII ICSMFE, Rio de Janeiro. 1: 165-170.
-
(1989)
Proc. XII ICSMFE, Rio de Janeiro
, vol.1
, pp. 165-170
-
-
Baldi, G.1
Bellotti, R.2
Ghionna, V.N.3
Jamiolkowski, M.4
Lo Presti, D.C.F.5
-
15
-
-
0012296064
-
Italian experience in assessing shear wave velocity from CPT and SPT
-
Baldi, G., Jamiolkowski, M., Lo Presti, D.C.F., Manfredini, G. and G.J. Rix 1989b. Italian Experience in Assessing Shear Wave Velocity from CPT and SPT. Earthquake Geotechnical Engineering, Proc. of Discussion Session on Influence of Local Conditions on Seismic Response, XII ICSMFE, Rio de Janeiro, Brasil: 157-168
-
(1989)
Earthquake Geotechnical Engineering, Proc. of Discussion Session on Influence of Local Conditions on Seismic Response, XII ICSMFE, Rio de Janeiro, Brasil
, pp. 157-168
-
-
Baldi, G.1
Jamiolkowski, M.2
Lo Presti, D.C.F.3
Manfredini, G.4
Rix, G.J.5
-
16
-
-
0023524514
-
Disturbances due to ideal tube sampling
-
Baligh M., Azzouz S. & Chung-Tien Chin, 1987. Disturbances Due to Ideal Tube Sampling. JGED, ASCE, 113(7):739-757.
-
(1987)
JGED, ASCE
, vol.113
, Issue.7
, pp. 739-757
-
-
Baligh, M.1
Azzouz, S.2
Chin, C.-T.3
-
18
-
-
0022565649
-
Deformation characteristics of cohesionless soils from in situ tests
-
S.P. Clemence, Ed., ASCE
-
Bellotti, R., Ghionna, V.N., Jamiolkowski, M., Lancellotta, R. & G. Manfredini 1986. Deformation Characteristics of Cohesionless Soils from in Situ Tests. Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Pubblication, No. 6, S.P. Clemence, Ed., ASCE: 47-73.
-
(1986)
Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Pubblication
, vol.6
, pp. 47-73
-
-
Bellotti, R.1
Ghionna, V.N.2
Jamiolkowski, M.3
Lancellotta, R.4
Manfredini, G.5
-
19
-
-
0024682971
-
Interpretation of moduli from self-boring tests in sand
-
Bellotti, R., Ghionna, V.N., Jamiolkowski, M., Robertson, P.K. & R.W. Peterson 1989 Interpretation of Moduli from Self-Boring Tests in Sand Géotechnique. 39(2): 269-292.
-
(1989)
Géotechnique
, vol.39
, Issue.2
, pp. 269-292
-
-
Bellotti, R.1
Ghionna, V.N.2
Jamiolkowski, M.3
Robertson, P.K.4
Peterson, R.W.5
-
21
-
-
0031233874
-
Stiffness of toyoura sand from dilatometer tests
-
Bellotti R., Benoit J., Fretti C. & M. Jamiolkowski 1997. Stiffness of Toyoura Sand from Dilatometer Tests. Journal of GGE, ASCE: 123(9): 836-846.
-
(1997)
Journal of GGE, ASCE
, vol.123
, Issue.9
, pp. 836-846
-
-
Bellotti, R.1
Benoit, J.2
Fretti, C.3
Jamiolkowski, M.4
-
22
-
-
0001966490
-
Triaxial testing at the norvegian geotechnical institute
-
Berre T. 1982. Triaxial Testing at the Norvegian Geotechnical Institute. Geotechnical Testing Journal. 5(1/2): 3-17
-
(1982)
Geotechnical Testing Journal
, vol.5
, Issue.1-2
, pp. 3-17
-
-
Berre, T.1
-
23
-
-
84918383033
-
Theory of propagation of elastic waves in a fluid-saturated porous solid
-
I. Lower Frequency Range; II. Higher Frequency Range
-
Biot, M.A. 1956. "Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid.", I. Lower Frequency Range; II. Higher Frequency Range, J. Acoust. Soc. Am., 28, 168-178; 179-191.
-
(1956)
J. Acoust. Soc. Am.
, vol.28
, Issue.168-178
, pp. 179-191
-
-
Biot, M.A.1
-
25
-
-
0012315558
-
Misure di velocità di onde di taglio in laboratorio con l'impiego di trasduttori piezoelettrici
-
Brignoli & Gotti 1992. Misure di velocità di onde di taglio in laboratorio con l'impiego di trasduttori piezoelettrici. Rivista Italiana di Geotecnica. XXVI(1): 5-16
-
(1992)
Rivista Italiana di Geotecnica
, vol.26
, Issue.1
, pp. 5-16
-
-
Brignoli1
Gotti2
-
26
-
-
0022927474
-
Self-boring pressuremeter in Po river sand
-
Bruzzi D., Ghionna V.N., Jamiolkowski M., Lancellotta R. & G. Manfredini 1986. Self-Boring Pressuremeter in Po River sand. Proc. 2nd Int. Symposium on Pressuremeter and Its Marine Applications. ASTM STP 950:57-74
-
(1986)
Proc. 2nd Int. Symposium on Pressuremeter and Its Marine Applications. ASTM STP
, vol.950
, pp. 57-74
-
-
Bruzzi, D.1
Ghionna, V.N.2
Jamiolkowski, M.3
Lancellotta, R.4
Manfredini, G.5
-
27
-
-
0025842935
-
Modelling stress-strain-time behaviour of natural soils
-
Burghignoli, A., Pane, V., Cavalera, L., Sagaseta, C., Cuellar, V. & Pastor, M. 1991. Modelling Stress-Strain-Time Behaviour of Natural Soils. Proc. of X ECSMFE, Florence, Italy, Balkema, Rotterdam, 3: 959-979.
-
(1991)
Proc. of X ECSMFE, Florence, Italy, Balkema, Rotterdam
, vol.3
, pp. 959-979
-
-
Burghignoli, A.1
Pane, V.2
Cavalera, L.3
Sagaseta, C.4
Cuellar, V.5
Pastor, M.6
-
28
-
-
0012301628
-
Discussion on in situ measurement of horizontal stress in overconsolidated clay using push-in spade-shape pressure cells
-
Burland J.B. & Maswoswe J. 1982. Discussion on In situ measurement of horizontal stress in overconsolidated clay using push-in spade-shape pressure cells. Geotechnique, 33(3): 285-286.
-
(1982)
Geotechnique
, vol.33
, Issue.3
, pp. 285-286
-
-
Burland, J.B.1
Maswoswe, J.2
-
30
-
-
0025223999
-
Relationship between the unload shear modulus from pressuremeter tests and the maximum shear moduli of sand
-
Byrne P.M., Salgado F.M. & Howie J.A. 1990. Relationship between the Unload Shear Modulus from Pressuremeter Tests and the Maximum Shear Moduli of Sand. Proc. 3rd Int. Symposium Pressuremeter, Oxford: 231-242.
-
(1990)
Proc. 3rd Int. Symposium Pressuremeter, Oxford
, pp. 231-242
-
-
Byrne, P.M.1
Salgado, F.M.2
Howie, J.A.3
-
31
-
-
0012312930
-
max from pressuremeter tests: Theory; Chamber tests and field measurements
-
max from Pressuremeter Tests: Theory; Chamber Tests and Field Measurements. Proc. of Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Missouri, I: 57-63.
-
(1991)
Proc. of Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Missouri
, vol.1
, pp. 57-63
-
-
Byrne, P.M.1
Salgado, F.2
Howie, J.A.3
-
33
-
-
0022248740
-
Recent development in in-situ testing of soils
-
Balkema, Rotterdam
-
Campanella R.G., Robertson P.K. Gillespie D & J. Greig 1985. Recent Development in In-Situ Testing of Soils. Proc. of XI ICSMFE, S. Francisco. 2: 849-54. Balkema, Rotterdam
-
(1985)
Proc. of XI ICSMFE, S. Francisco
, vol.2
, pp. 849-854
-
-
Campanella, R.G.1
Robertson, P.K.2
Gillespie, D.3
Greig, J.4
-
35
-
-
0014642808
-
High-resolution frequency-wavenumber spectrum analysis
-
August
-
Capon, J. (1969). "High-Resolution Frequency-Wavenumber Spectrum Analysis." Proceedings of the IEEE, 57(8), August, 1408-1418.
-
(1969)
Proceedings of the IEEE
, vol.57
, Issue.8
, pp. 1408-1418
-
-
Capon, J.1
-
37
-
-
0012340025
-
Strain rate effect on stiffness and damping of clays
-
Cavallaro A., Lo Presti D.C.F., Maugeri M. & Pallara O. 1998 Strain Rate Effect on Stiffness and Damping of Clays. Italian Geotechnical Review, XXXII(4): 30-49.
-
(1998)
Italian Geotechnical Review
, vol.32
, Issue.4
, pp. 30-49
-
-
Cavallaro, A.1
Lo Presti, D.C.F.2
Maugeri, M.3
Pallara, O.4
-
38
-
-
84879092423
-
Comportment des sables en petites et moyennes déformations; Réalisation d'un prototype d'essai de torsion compression confinement sur cylindre creux
-
ECP-ENTPE, Paris
-
Cazacliu B. 1996. Comportment des sables en petites et moyennes déformations; réalisation d'un prototype d'essai de torsion compression confinement sur cylindre creux. Doctorat, ECP-ENTPE, Paris.
-
(1996)
Doctorat
-
-
Cazacliu, B.1
-
39
-
-
0027847241
-
A systematic and efficient method of computing normal modes for multilayered half space
-
Chen, X. 1993. "A Systematic and Efficient Method of Computing Normal Modes for Multilayered Half Space." Geophysics J. Int., 115, 391-409.
-
(1993)
Geophysics J. Int.
, vol.115
, pp. 391-409
-
-
Chen, X.1
-
40
-
-
0021373447
-
Pore pressure buildup in resonant column tests
-
Chung, R.M., Yokel, F.Y. & H. Wechsler 1984. Pore Pressure Buildup in Resonant Column Tests. Journal of GED, ASCE. 110(2): 247-261.
-
(1984)
Journal of GED, ASCE
, vol.110
, Issue.2
, pp. 247-261
-
-
Chung, R.M.1
Yokel, F.Y.2
Wechsler, H.3
-
41
-
-
0027007905
-
Progressive destructuring of bothkennar clay: Implications for sampling and reconsolidation procedures
-
Clayton C.R.I., Hight D.W. & Hopper R.J. 1992. Progressive Destructuring of Bothkennar Clay: Implications for Sampling and Reconsolidation Procedures. Géotechnique, 42(2): 219-239.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 219-239
-
-
Clayton, C.R.I.1
Hight, D.W.2
Hopper, R.J.3
-
42
-
-
0032469549
-
Effects of sampler design on tube sampling disturbance-numerical and analytical investigations
-
Clayton C.R.I., Siddique A. & Hopper R.J. 1998. Effects of sampler design on tube sampling disturbance-numerical and analytical investigations. Géotechnique, 48(6): 847-867.
-
(1998)
Géotechnique
, vol.48
, Issue.6
, pp. 847-867
-
-
Clayton, C.R.I.1
Siddique, A.2
Hopper, R.J.3
-
43
-
-
0023525470
-
Occam's inversion: A practical algorithm for generating smooth models from electromagnetic sounding data
-
Constable, S.C., Parker, R.L., and Constable, C.G. 1987. "Occam's Inversion: A Practical Algorithm for Generating Smooth Models from Electromagnetic Sounding Data," Geophysics, 52, 289-300.
-
(1987)
Geophysics
, vol.52
, pp. 289-300
-
-
Constable, S.C.1
Parker, R.L.2
Constable, C.G.3
-
44
-
-
0012252047
-
Comportement des sables avec rotation d'axes
-
Balkema
-
Di Benedetto H., CazaeliuB., Boutin C., Donah T & Touret J.P. 1997. Comportement des sables avec rotation d'axes. XIV ICSMFE, Hamburg, Balkema, 1: 279-282.
-
(1997)
XIV ICSMFE, Hamburg
, vol.1
, pp. 279-282
-
-
Di Benedetto, H.1
Cazaeliu, B.2
Boutin, C.3
Donah, T.4
Touret, J.P.5
-
45
-
-
0026898622
-
On yielding of Mexico City clay and other natural clays
-
Diaz-Rodriguez J.A., Leroueil S. & Aleman J.D. 1991. On yielding of Mexico City clay and other natural clays. Journal of Geotechnical Engineering, ASCE, 118(GT7):981-995.
-
(1991)
Journal of Geotechnical Engineering, ASCE
, vol.118
, Issue.GT7
, pp. 981-995
-
-
Diaz-Rodriguez, J.A.1
Leroueil, S.2
Aleman, J.D.3
-
46
-
-
0020157116
-
Prediction of pore water pressure build-up and liquefaction of sands during earthquake by the cyclic strain method
-
Washington, D.C.
-
Dobry, R., Ladd, R.S., Yokel, F.Y., Chung, R.M. & D. Powell 1982. Prediction of Pore Water Pressure Build-up and Liquefaction of Sands During Earthquake by the Cyclic Strain Method. National Bureau of Standards Building, Science Series 138, Washington, D.C.
-
(1982)
National Bureau of Standards Building, Science Series
, vol.138
-
-
Dobry, R.1
Ladd, R.S.2
Yokel, F.Y.3
Chung, R.M.4
Powell, D.5
-
47
-
-
0002948286
-
Deformation characteristics of gravels in triaxial compression tests and cyclic triaxial tests
-
Dong J., Nakamura K., Tatsuoka F. e Kohata Y. 1994. Deformation characteristics of gravels in triaxial compression tests and cyclic triaxial tests. IS Hokkaido 1994, Balkema, 1:17-23.
-
(1994)
IS Hokkaido 1994, Balkema
, vol.1
, pp. 17-23
-
-
Dong, J.1
Nakamura, K.2
Tatsuoka, F.3
Kohata, Y.4
-
48
-
-
0002370947
-
Strain rate dependent behaviour of a natural stiff clay
-
d'Onofrio A. Silvestri F. & Vinale F. 1999. Strain rate dependent behaviour of a natural stiff clay. Soils and Foundations. 39(2):69-82.
-
(1999)
Soils and Foundations
, vol.39
, Issue.2
, pp. 69-82
-
-
D'Onofrio, A.1
Silvestri, F.2
Vinale, F.3
-
49
-
-
0012253064
-
Resonant column testing-problems and solutions
-
Drnevich V.P. 1978. Resonant Column Testing-Problems and Solutions. Dynamic Geotechnical Testing ASTM STP 654. pp: 384-398
-
(1978)
Dynamic Geotechnical Testing ASTM STP
, vol.654
, pp. 384-398
-
-
Drnevich, V.P.1
-
52
-
-
0025867867
-
Measuring shear modulus in sand with the self-boring pressumeter
-
Fahey, M. 1991. Measuring Shear Modulus in Sand with the Self-Boring Pressumeter Proc. X ECSMFE, Florence, Italy, Balkema, Rotterdam. 1: 73-76.
-
(1991)
Proc. X ECSMFE, Florence, Italy, Balkema, Rotterdam
, vol.1
, pp. 73-76
-
-
Fahey, M.1
-
53
-
-
0027799878
-
A finite element study of the pressuremeter test in sand using a non-linear elastic plastic model
-
Fahey, M. & J.P. Carter 1993. A Finite Element Study of the Pressuremeter Test in Sand Using a Non-Linear Elastic Plastic Model. Canadian Geotechnical Journal. 30: 348-362.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, pp. 348-362
-
-
Fahey, M.1
Carter, J.P.2
-
54
-
-
0029367405
-
Study of geoprocesses with complementary mechanical and electromagnetic wave measurements in an oedometer
-
Fam M. & Santamarina C. 1995. Study of geoprocesses with complementary mechanical and electromagnetic wave measurements in an oedometer. Geotechnical Testing Journal. 18(3): 307-314.
-
(1995)
Geotechnical Testing Journal
, vol.18
, Issue.3
, pp. 307-314
-
-
Fam, M.1
Santamarina, C.2
-
55
-
-
0001388693
-
Stiffness of carbonatic quiou sand
-
Fioravante V., Jamiolkowski M. & Lo Presti D.C.F. 1994. Stiffness of Carbonatic Quiou Sand. Proceedings of the XIII ICSMFE, New Dehli, India, 1: 163-167
-
(1994)
Proceedings of the XIII ICSMFE, New Dehli, India
, vol.1
, pp. 163-167
-
-
Fioravante, V.1
Jamiolkowski, M.2
Lo Presti, D.C.F.3
-
56
-
-
0032179049
-
Assessment of coefficient of earth pressure at rest from shear wave velovity measurements
-
Fioravante V., Jamiolkowski M., Lo Presti D.C.F., Manfredini G. & Pedroni S. 1998. Assessment of coefficient of earth pressure at rest from shear wave velovity measurements. Géotechnique, 48(4): pp. 1-10.
-
(1998)
Géotechnique
, vol.48
, Issue.4
, pp. 1-10
-
-
Fioravante, V.1
Jamiolkowski, M.2
Lo Presti, D.C.F.3
Manfredini, G.4
Pedroni, S.5
-
57
-
-
0000304872
-
The research dilatometer: In situ and calibration chamber test results
-
Fretti, C., Lo Presti, D.C.F. & R. Salgado 1992. The Research Dilatometer: in Situ and Calibration Chamber Test Results. Rivista Italiana di Geotecnica. XXVI(4): 237-243.
-
(1992)
Rivista Italiana di Geotecnica
, vol.26
, Issue.4
, pp. 237-243
-
-
Fretti, C.1
Lo Presti, D.C.F.2
Salgado, R.3
-
59
-
-
2242490893
-
Comparison and performance of repeated load triaxial test equipment for unbound granular materials
-
Galjaard P.J., Paute J.L. & Dawson A.R. 1996. Comparison and performance of repeated load triaxial test equipment for unbound granular materials. Flexible Pavements, Balkema, 7-22.
-
(1996)
Flexible Pavements, Balkema
, pp. 7-22
-
-
Galjaard, P.J.1
Paute, J.L.2
Dawson, A.R.3
-
61
-
-
0012257602
-
Cone pressuremeter tests in Po river sand
-
Ghionna V.N., Jamiolkowski M., Pedroni S. & Piccoli S. 1995. Cone Pressuremeter Tests in Po River Sand. Proc. of the Conference on The Pressuremeter and its New Avenue, Sherbrooke, Canada: 471-480.
-
(1995)
Proc. of the Conference on The Pressuremeter and its New Avenue, Sherbrooke, Canada
, pp. 471-480
-
-
Ghionna, V.N.1
Jamiolkowski, M.2
Pedroni, S.3
Piccoli, S.4
-
63
-
-
0026119406
-
A simple gauge for local small strain measurements in the laboratory
-
Goto, S., F. Tatsuoka, S. Shibuya, Y.S. Kim & Sato T. 1991. A simple gauge for local small strain measurements in the laboratory. Soils and Foundations:31(1): 169-180.
-
(1991)
Soils and Foundations
, vol.31
, Issue.1
, pp. 169-180
-
-
Goto, S.1
Tatsuoka, F.2
Shibuya, S.3
Kim, Y.S.4
Sato, T.5
-
64
-
-
0026923573
-
Mechanical properties of undisturbed tone-river gravel obtained by in-situ freezing method
-
Goto, S., Suzuki, Y., Nishio, S. & Oh Oka, H., 1992 Mechanical Properties of Undisturbed Tone-River Gravel obtained by In-Situ Freezing Method. Soils and Foundations. 32(3): 15-25.
-
(1992)
Soils and Foundations
, vol.32
, Issue.3
, pp. 15-25
-
-
Goto, S.1
Suzuki, Y.2
Nishio, S.3
Oh Oka, H.4
-
65
-
-
0012312935
-
Small strain stiffness of sands in isotropic compression and liquefaction tests
-
in print
-
Goto S., Matsueda S., Morii Y & Sueoka T. 1999. Small strain stiffness of sands in isotropic compression and liquefaction tests. Proc. IS Torino 99, in print.
-
(1999)
Proc. IS Torino 99
-
-
Goto, S.1
Matsueda, S.2
Morii, Y.3
Sueoka, T.4
-
68
-
-
0022128401
-
Liquefaction resistance of two alluvial volcanic soils sampled by in situ freezing
-
Hatanaka M., Sugimoto M. & Suzuki Y. 1985. Liquefaction Resistance of Two Alluvial Volcanic Soils Sampled by In Situ Freezing. Soils and Foundations. 25(3): 49-63.
-
(1985)
Soils and Foundations
, vol.25
, Issue.3
, pp. 49-63
-
-
Hatanaka, M.1
Sugimoto, M.2
Suzuki, Y.3
-
69
-
-
0020970877
-
The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils
-
Hight D.W., Gens A. & Symes M.S. 1983. The Development of a New Hollow Cylinder Apparatus for Investigating the Effects of Principal Stress Rotation in Soils. Geotechnique, 33(4): 355-383.
-
(1983)
Geotechnique
, vol.33
, Issue.4
, pp. 355-383
-
-
Hight, D.W.1
Gens, A.2
Symes, M.S.3
-
70
-
-
0027007908
-
Disturbance of the bothkennar clay prior to laboratory testing
-
Hight D.W., Boese R., Butcher A.P., Clayton C.R.I. & Smith P.R. 1992. Disturbance of the Bothkennar clay prior to laboratory testing. Géotechnique, 42(2): 199-217.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 199-217
-
-
Hight, D.W.1
Boese, R.2
Butcher, A.P.3
Clayton, C.R.I.4
Smith, P.R.5
-
72
-
-
0001680169
-
An approach to the prediction of ground movements in engineering practice: Background and application
-
Balkema
-
Hight D.W. & Higgins K.G. 1995. An approach to the prediction of ground movements in engineering practice: Background and application. Keynote Lecture 7, IS Hokkaido: 2:. 909-946, Balkema
-
(1995)
Keynote Lecture 7, IS Hokkaido
, vol.2
, pp. 909-946
-
-
Hight, D.W.1
Higgins, K.G.2
-
73
-
-
0012257604
-
-
Personal Communication
-
Hight D.W. 1999. Personal Communication
-
(1999)
-
-
Hight, D.W.1
-
74
-
-
0028592268
-
An efficient method for computing green's functions for a layered half-space with sources and receivers at close depths
-
Hisada, Y. (1994), "An Efficient Method for Computing Green's Functions for a Layered Half-Space with Sources and Receivers at Close Depths," Bulletin of the Seismological Society of America, (84)5, 1456-1472.
-
(1994)
Bulletin of the Seismological Society of America
, vol.84
, Issue.5
, pp. 1456-1472
-
-
Hisada, Y.1
-
75
-
-
0029505502
-
An efficient method for computing green's functions for a layered half-space with sources and receivers at close depths (Part 2)
-
Hisada, Y. (1995). "An Efficient Method for Computing Green's Functions for a Layered Half-Space with Sources and Receivers at Close Depths (Part 2)." Bulletin of the Seismological Society of America, 85(4), 1080-1093.
-
(1995)
Bulletin of the Seismological Society of America
, vol.85
, Issue.4
, pp. 1080-1093
-
-
Hisada, Y.1
-
76
-
-
0022928488
-
Lessons from oedometer tests on high quality samples
-
Holtz D., Jamiolkowski M. & Lancellotta R. 1986. Lessons from Oedometer Tests on High Quality Samples. Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 8, pp.768-776.
-
(1986)
Journal of Geotechnical Engineering, ASCE
, vol.112
, Issue.8
, pp. 768-776
-
-
Holtz, D.1
Jamiolkowski, M.2
Lancellotta, R.3
-
77
-
-
0019055093
-
Vibrations of the elastic half-space due to vertical surface loads
-
Holzlohner, U. (1980). "Vibrations of the Elastic Half-Space Due to Vertical Surface Loads." Earthquake Engineering and Structural Dynamics, 8, 405-414.
-
(1980)
Earthquake Engineering and Structural Dynamics
, vol.8
, pp. 405-414
-
-
Holzlohner, U.1
-
78
-
-
0000764911
-
Anisotropy in elastic deformation of granular material
-
Hoque E. & Tatsuoka F. 1998. Anisotropy in Elastic Deformation of Granular Material. Soils and Foundations. 38(1): 163-180
-
(1998)
Soils and Foundations
, vol.38
, Issue.1
, pp. 163-180
-
-
Hoque, E.1
Tatsuoka, F.2
-
79
-
-
0025521444
-
Small strain shear modulus of soil by dilatometer
-
Hryciw R.D. 1990. Small strain shear modulus of soil by dilatometer JGED, ASCE, Vo. 116, No. 11, pp. 1700-1715.
-
(1990)
JGED, ASCE
, vol.116
, Issue.11
, pp. 1700-1715
-
-
Hryciw, R.D.1
-
80
-
-
84899131026
-
-
Thesis, Danmarks Naturvidenskabelige Samfund, Ingenior videnskabelige Skrifter, Copenhagen
-
Hvorslev, M.J. 1937. On the Strength Properties of Remoulded Cohesive Soils. Thesis, Danmarks Naturvidenskabelige Samfund, Ingenior videnskabelige Skrifter, Copenhagen.
-
(1937)
On the Strength Properties of Remoulded Cohesive Soils
-
-
Hvorslev, M.J.1
-
81
-
-
0000845286
-
Stress-strain characteristics in the wide strain range from small strain to failure state and undrained shear strebgth of natural clays
-
(in Japanese)
-
Hwang S.C., Mitachi T., Shibuya S & Tateichi K. 1998. Stress-strain characteristics in the wide strain range from small strain to failure state and undrained shear strebgth of natural clays, Journal of JSCE, No. 589/III-42, pp: 305-319 (in Japanese).
-
(1998)
Journal of JSCE
, vol.589
, Issue.III-42
, pp. 305-319
-
-
Hwang, S.C.1
Mitachi, T.2
Shibuya, S.3
Tateichi, K.4
-
82
-
-
0020298623
-
Correlations of n-values with s-wave velocity
-
Imai, T. & Tonouchi, K. 1982 Correlations of N-Values with S-Wave Velocity. Proc. ESOPT II, Amsterdam. 2: 67-72.
-
(1982)
Proc. ESOPT II, Amsterdam
, vol.2
, pp. 67-72
-
-
Imai, T.1
Tonouchi, K.2
-
85
-
-
0023536896
-
Instrumentation for torsional shear resonant column measurements under anisotropic stresses
-
Isenhower W. M., Stokoe K. H. II & Allen J. C., 1987. Instrumentation for Torsional Shear Resonant Column Measurements Under Anisotropic Stresses. Geotechnical Testing Journal, 10(4): 183-191.
-
(1987)
Geotechnical Testing Journal
, vol.10
, Issue.4
, pp. 183-191
-
-
Isenhower, W.M.1
Stokoe K.H. II2
Allen, J.C.3
-
86
-
-
0001831976
-
New developments in field and laboratory testing of soils
-
Jamiolkowski, M., Ladd, C.C., Germaine, J.T. & Lancellotta, R., 1985. New Developments in Field and Laboratory Testing of Soils. Theme Lecture, Proc. XI ICSMFE, San Francisco, CA.
-
(1985)
Theme Lecture, Proc. XI ICSMFE, San Francisco, CA
-
-
Jamiolkowski, M.1
Ladd, C.C.2
Germaine, J.T.3
Lancellotta, R.4
-
87
-
-
0012299975
-
New correlations of penetration test in design practice
-
Jamiolkowski, M., Ghionna, V.N., Lancellotta, R. & Pasqualini, E. 1988 New Correlations of Penetration Test in Design Practice. Proc. of ISOPT-I, Orlando, Fla.
-
(1988)
Proc. of ISOPT-I, Orlando, Fla.
-
-
Jamiolkowski, M.1
Ghionna, V.N.2
Lancellotta, R.3
Pasqualini, E.4
-
89
-
-
0001410348
-
Remarks on the stiffness at small strains of six Italian clays
-
Balkema
-
Jamiolkowski, M., Lancellotta, R. & Lo Presti, D.C.F., 1995 Remarks on the Stiffness at Small Strains of Six Italian Clays Keynote Lecture 3, IS Hokkaido: 2:. 817-836, Balkema
-
(1995)
Keynote Lecture 3, IS Hokkaido
, vol.2
, pp. 817-836
-
-
Jamiolkowski, M.1
Lancellotta, R.2
Lo Presti, D.C.F.3
-
90
-
-
0012302699
-
Geotechnical characterization of gravelly deposits
-
In print
-
Jamiolkowski M. & Lo Presti D. 1998. Geotechnical Characterization of Gravelly Deposits. 13th SEAGC, Taipei. In print.
-
(1998)
13th SEAGC, Taipei
-
-
Jamiolkowski, M.1
Lo Presti, D.2
-
92
-
-
0025867864
-
Some pratical applications of a non-linear ground model
-
Balkema
-
Jardine, R.J., St John, H.D., Hight, D.W. & Potts, D.M. 1991. Some Pratical Applications of a Non-Linear Ground Model. Proc. of X ECSMFE, Florence. 1: 223-228. Balkema
-
(1991)
Proc. of X ECSMFE, Florence
, vol.1
, pp. 223-228
-
-
Jardine, R.J.1
St John, H.D.2
Hight, D.W.3
Potts, D.M.4
-
93
-
-
0026882897
-
Some observations on the kinematic nature of soil stiffness
-
Jardine, R.J. 1992. Some Observations on the Kinematic Nature of Soil Stiffness. Soils and Foundations. 32(2): 111-124
-
(1992)
Soils and Foundations
, vol.32
, Issue.2
, pp. 111-124
-
-
Jardine, R.J.1
-
94
-
-
0027067573
-
Non linear stiffness parameters from undrained pressuremeter tests
-
Jardine, R.J., 1992b. Non Linear Stiffness Parameters from Undrained Pressuremeter Tests. Canadian Geotechnical Journal, 29: 436-447.
-
(1992)
Canadian Geotechnical Journal
, vol.29
, pp. 436-447
-
-
Jardine, R.J.1
-
95
-
-
0001397122
-
One perspective of the pre-failure deformation characteristics of some geomaterial
-
Balkema
-
Jardine, R.J. 1995. One Perspective of the Pre-Failure Deformation Characteristics of Some Geomaterial. Keynote Lecture 5, IS Hokkaido. 2. 855-886. Balkema
-
(1995)
Keynote Lecture 5, IS Hokkaido
, vol.2
, pp. 855-886
-
-
Jardine, R.J.1
-
97
-
-
0031208879
-
Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel
-
Jiang G.L., Tatsuoka F., Flora A. & Koseki J. 1997. Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel. Géotechnique, Vol. XL VII, No. 3, 509-522.
-
(1997)
Géotechnique
, vol.47
, Issue.3
, pp. 509-522
-
-
Jiang, G.L.1
Tatsuoka, F.2
Flora, A.3
Koseki, J.4
-
98
-
-
0030158307
-
Objective criteria for determining Gmax from bender element tests
-
Jovicic V., Coop M.R. & Simic M. 1996. Objective Criteria for Determining Gmax from Bender Element Tests. Géotechnique, 46(2): 357-362
-
(1996)
Géotechnique
, vol.46
, Issue.2
, pp. 357-362
-
-
Jovicic, V.1
Coop, M.R.2
Simic, M.3
-
99
-
-
0002339230
-
The measurement of stiffness anisotropy in clays with bencer element tests in the triaxial apparatus
-
Jovicic V. & Coop M.R. 1998. The Measurement of Stiffness Anisotropy in Clays with Bencer Element Tests in the TRiaxial Apparatus. Geotechnical Testing Journal. 21(1): 3-10
-
(1998)
Geotechnical Testing Journal
, vol.21
, Issue.1
, pp. 3-10
-
-
Jovicic, V.1
Coop, M.R.2
-
100
-
-
0000248093
-
Stiffness matrices for layered soils
-
Kausel, E., and Roesset, J.M. (1981). "Stiffness Matrices for Layered Soils." Bulletin of the Seismological Society of America, 71(6), 1743-1761.
-
(1981)
Bulletin of the Seismological Society of America
, vol.71
, Issue.6
, pp. 1743-1761
-
-
Kausel, E.1
Roesset, J.M.2
-
103
-
-
0012253077
-
Formulation of shear wave velocity in gravelly soils
-
Kokusho T., Yoshida Y. and Tanaka Y. 1995. Formulation of shear wave velocity in gravelly soils. IS Tokyo 95, Balkema, 1: 245-250.
-
(1995)
Is Tokyo 95, Balkema
, vol.1
, pp. 245-250
-
-
Kokusho, T.1
Yoshida, Y.2
Tanaka, Y.3
-
104
-
-
3242844215
-
Gravelly soil properties by field and laboratory tests
-
Paper 3.12
-
Konno, T., Suzuki, Y., Tateishi, A., Ishihara, K., Akino, K. & Iizuka, S. 1991. Gravelly Soil Properties by Field and Laboratory Tests. Proc. of 3rd International Conference on Case Histories in Geotechnical Engineering, S. Louis. Paper 3.12.
-
(1991)
Proc. of 3rd International Conference on Case Histories in Geotechnical Engineering, S. Louis
-
-
Konno, T.1
Suzuki, Y.2
Tateishi, A.3
Ishihara, K.4
Akino, K.5
Iizuka, S.6
-
105
-
-
0025444629
-
Sampling of saturated and unsaturated sands by freezing
-
Konrad J-M. 1990. Sampling of Saturated and Unsaturated Sands by Freezing Geotechnical Testing Journal. 13(2): 88-96.
-
(1990)
Geotechnical Testing Journal
, vol.13
, Issue.2
, pp. 88-96
-
-
Konrad, J.-M.1
-
106
-
-
0019392794
-
Causes of sampling disturbance and design of a new sampler for sensitive soils
-
La Rochelle, P., Sarrailh, J., Tavenas, F. & Leroueil, S. 1981. Causes of Sampling Disturbance and Design of a New Sampler for Sensitive Soils. Canadian Geotechnical Journal. 18: 52-66.
-
(1981)
Canadian Geotechnical Journal
, vol.18
, pp. 52-66
-
-
La Rochelle, P.1
Sarrailh, J.2
Tavenas, F.3
Leroueil, S.4
-
111
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
Leroueil S & Vaughan P.R. 1990. The general and congruent effects of structure in natural soils and weak rocks, Géotechnique, 40(3): 467-488.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
113
-
-
5344239536
-
Proprieta' dinamiche dei terreni
-
Department of Structural Engineering, Politecnico di Torino
-
Lo Presti D.C.F. 1989. Proprieta' dinamiche dei terreni. Proc. XIV CGT, Department of Structural Engineering, Politecnico di Torino.
-
(1989)
Proc. XIV CGT
-
-
Lo Presti, D.C.F.1
-
114
-
-
0012340033
-
Shear wave velocity in soils from penetration tests
-
Politecnico di Torino
-
Lo Presti, D.C.F. & Lai, C,. 1989. Shear Wave Velocity in Soils from Penetration Tests. R.R. Dip. di In. Strutturale, Politecnico di Torino. (21).
-
(1989)
R.R. Dip. di In. Strutturale
, Issue.21
-
-
Lo Presti, D.C.F.1
Lai, C.2
-
116
-
-
3843088576
-
Monotonic and cyclic loading behaviour of two sands at small strains
-
Lo Presti D.C.F., Pallara O, Lancellotta R., Armandi M. & Maniscalco R. 1993. Monotonic and Cyclic Loading Behaviour of Two Sands at Small Strains. Geotechnical Testing Journal, 16(4): 409-424.
-
(1993)
Geotechnical Testing Journal
, vol.16
, Issue.4
, pp. 409-424
-
-
Lo Presti, D.C.F.1
Pallara, O.2
Lancellotta, R.3
Armandi, M.4
Maniscalco, R.5
-
117
-
-
0029275671
-
A modified commercial triaxial testing system for small strain measurements: Preliminary results on Pisa clay
-
Lo Presti D.C.F., Pallara O. & Puci I. 1995. A Modified Commercial Triaxial Testing System for Small Strain Measurements: Preliminary Results on Pisa Clay. Geotechnical Testing Journal, 18(1): 15-31.
-
(1995)
Geotechnical Testing Journal
, vol.18
, Issue.1
, pp. 15-31
-
-
Lo Presti, D.C.F.1
Pallara, O.2
Puci, I.3
-
119
-
-
0031208575
-
Shear modulus and damping of soils
-
Lo Presti D.C.F., Jamiolkowski M., Pallara O., Cavallaro A. & Pedroni S. 1997a. Shear Modulus and Damping of Soils Géotechnique Symposium in Print. 43(3): 603-617.
-
(1997)
Géotechnique Symposium in Print
, vol.43
, Issue.3
, pp. 603-617
-
-
Lo Presti, D.C.F.1
Jamiolkowski, M.2
Pallara, O.3
Cavallaro, A.4
Pedroni, S.5
-
120
-
-
0012304714
-
Damping ratio of soils from laboratory and in-situ tests
-
Lo Presti D.C.F., Pallara O. & Cavallaro A. 1997b. Damping Ratio of Soils from Laboratory and In-Situ Tests Proc. XIV ICSMFE, Seismic Behaviour of Ground and Geotechnical Structures, Balkema, Rotterdam: 391-400.
-
(1997)
Proc. XIV ICSMFE, Seismic Behaviour of Ground and Geotechnical Structures, Balkema, Rotterdam
, pp. 391-400
-
-
Lo Presti, D.C.F.1
Pallara, O.2
Cavallaro, A.3
-
121
-
-
0032471007
-
Development and use of a triaxial cell for soft rocks
-
Balkema
-
Lo Presti D.C.F., Barla M., Barla G., Pallara O., Plescia A. & Grigore A. 1998 Development and use of a triaxial cell for soft rocks. The Geotechnics of Hard Soils-Soft Rocks, Napoli 12-14 Ottobre 1998, Balkema, Vol. 1, pp. 259-265.
-
(1998)
The Geotechnics of Hard Soils-Soft Rocks, Napoli 12-14 Ottobre 1998
, vol.1
, pp. 259-265
-
-
Lo Presti, D.C.F.1
Barla, M.2
Barla, G.3
Pallara, O.4
Plescia, A.5
Grigore, A.6
-
125
-
-
0024772907
-
Numerical analysis of in situ s-wave measurements
-
Mancuso, C., Simonelli, A. & Vinale, F. 1989. Numerical Analysis of in Situ S-Wave Measurements Proc. of XII ICSMFE, Rio de Janeiro. 3: 277-280.
-
(1989)
Proc. of XII ICSMFE, Rio de Janeiro
, vol.3
, pp. 277-280
-
-
Mancuso, C.1
Simonelli, A.2
Vinale, F.3
-
126
-
-
0019260504
-
In situ tests by flat dilatometer
-
Marchetti, S. 1980. In Situ Tests by Flat Dilatometer Journal of GED, ASCE. 106(GT3): 299-321.
-
(1980)
Journal of GED, ASCE
, vol.106
, Issue.GT3
, pp. 299-321
-
-
Marchetti, S.1
-
130
-
-
0001614340
-
Commentary on marchetti flat dilatometer correlations in soils
-
Mayne P.W. & Martin G.K. 1998. Commentary on Marchetti Flat Dilatometer Correlations in Soils. Geotechnical Testing Journal. 21(3): 222-239.
-
(1998)
Geotechnical Testing Journal
, vol.21
, Issue.3
, pp. 222-239
-
-
Mayne, P.W.1
Martin, G.K.2
-
131
-
-
0012352615
-
Small and large strain soil properties from seismic flat dilatometer tests
-
in print
-
Mayne P.W., Schneider J.A. & Martin G.K. 1999 Small and Large strain soil properties from seismic flat dilatometer tests. Proc. IS Torino 99, in print.
-
(1999)
Proc. IS Torino 99
-
-
Mayne, P.W.1
Schneider, J.A.2
Martin, G.K.3
-
132
-
-
4143074105
-
In situ test results from four loma prieta earthquake liquefaction sites: SPT, CPT, DMT and shear wave velocity
-
Mitchell, J.K., Lodge, A.L., Coutinho, R.Q., Kayen, R.E., Seed, R.B., Nishio, S. & Stokoe, K.H. II, 1994. In Situ Test Results from four Loma Prieta Earthquake Liquefaction Sites: SPT, CPT, DMT and Shear Wave Velocity. EERC Report No. UCB/EERC - 94/04.
-
(1994)
EERC Report No. UCB/EERC - 94/04
-
-
Mitchell, J.K.1
Lodge, A.L.2
Coutinho, R.Q.3
Kayen, R.E.4
Seed, R.B.5
Nishio, S.6
Stokoe K.H. II7
-
133
-
-
0022681394
-
Deformation behaviour of anisotropic dense sand under principal stress axes rotation
-
Miura K., Miura S & Toki S. 1986. Deformation Behaviour of Anisotropic Dense Sand Under Principal Stress Axes Rotation. Soils and Foundations. 26(1) 36-52.
-
(1986)
Soils and Foundations
, vol.26
, Issue.1
, pp. 36-52
-
-
Miura, K.1
Miura, S.2
Toki, S.3
-
135
-
-
0024138720
-
In situ shear modulus of sands by a flat plate penetrometer: A laboratory study
-
Motan, S.E. & Khan, A.Q. 1988 In Situ Shear Modulus of Sands by a Flat Plate Penetrometer: a Laboratory Study. Geotechnical Testing Journal. 11(4):. 257-262.
-
(1988)
Geotechnical Testing Journal
, vol.11
, Issue.4
, pp. 257-262
-
-
Motan, S.E.1
Khan, A.Q.2
-
136
-
-
0025664574
-
Strain-dependent moduli and pressuremeter tests
-
Muir Wood D. 1990. Strain-dependent moduli and pressuremeter tests. Géotechnique. 40(3): 509-512.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 509-512
-
-
Muir Wood, D.1
-
137
-
-
0012348919
-
The dependence of anisotropic go shear moduli on void ratio and stress state for reconstituted Gault clay
-
in print
-
Nash D.F.T., Pennington D.S. & Lings M.L. 1999. The dependence of anisotropic Go shear moduli on void ratio and stress state for reconstituted Gault clay. Proc. IS Torino 99, in print.
-
(1999)
Proc. IS Torino 99
-
-
Nash, D.F.T.1
Pennington, D.S.2
Lings, M.L.3
-
138
-
-
0020949224
-
Use of the spectral analysis of surface waves method for determination of moduli and thickness of pavement systems
-
Transortation Research Board
-
Nazarian, S., Stokoe, K.H. & Hudson, W.R., 1983 Use of the Spectral Analysis of Surface Waves Method for Determination of Moduli and Thickness of Pavement Systems Research Record, No. 930, Transortation Research Board: 38-45.
-
(1983)
Research Record
, vol.930
, pp. 38-45
-
-
Nazarian, S.1
Stokoe, K.H.2
Hudson, W.R.3
-
140
-
-
0021695056
-
Nondestructive testing of pavements using surface waves
-
Washington, D.C.
-
S. & Stokoe K.H. 1984a. Nondestructive Testing of Pavements Using Surface Waves. Transortation Research Record, No. 993, Washington, D.C. pp 67-79.
-
(1984)
Transortation Research Record
, vol.993
, pp. 67-79
-
-
Nazarian, S.1
Stokoe, K.H.2
-
141
-
-
0001829930
-
In situ shear wave velocities from spectral analysis of surface waves
-
Nazarian, S. & Stokoe, K.H. 1984b In Situ Shear Wave Velocities from Spectral Analysis of Surface Waves Proc. of the 8th World Conference on Earthquake Engineering, San Francisco, CA. 3: 31-38.
-
(1984)
Proc. of the 8th World Conference on Earthquake Engineering, San Francisco, CA
, vol.3
, pp. 31-38
-
-
Nazarian, S.1
Stokoe, K.H.2
-
143
-
-
0024035060
-
Measurement of shear wave velocity in diluvial gravel samples under triaxial conditions
-
Nishio S. & Tamaoki K. 1988. Measurement of Shear Wave Velocity in Diluvial Gravel Samples Under Triaxial Conditions. Soils and Foundations. 28(2): 35-48.
-
(1988)
Soils and Foundations
, vol.28
, Issue.2
, pp. 35-48
-
-
Nishio, S.1
Tamaoki, K.2
-
144
-
-
0012304295
-
Evaluation of deformation and stergth characteristics of clay by using direct shear apparatus with bender elements
-
Ogino T., Mitachi T., Shibuya S. & Ikegame Y. 1999. Evaluation of deformation and stergth characteristics of clay by using direct shear apparatus with bender elements. Technical Report No. 39. Hokkaido Branch of JGS, pp: 1-10.
-
(1999)
Technical Report No. 39. Hokkaido Branch of JGS
, pp. 1-10
-
-
Ogino, T.1
Mitachi, T.2
Shibuya, S.3
Ikegame, Y.4
-
146
-
-
0017946399
-
Empirical shear wave velocity equations in terms of characteristic soil indexes
-
Ohta, Y. & Goto, N. 1978. Empirical Shear Wave Velocity Equations in Terms of Characteristic Soil Indexes. Earthquake Engineering and Structural Dynamics. 6.
-
(1978)
Earthquake Engineering and Structural Dynamics
, vol.6
-
-
Ohta, Y.1
Goto, N.2
-
148
-
-
0002013779
-
Development of laboratory techniques for compression tests using a highly repeatable model of soft rock
-
Ozawa H., Shibuya S. Mitachi T. & Ito S. 1996. Development of laboratory techniques for compression tests using a highly repeatable model of soft rock. Proc. of 13st Annual Conference of JGS. pp: 1407-1408.
-
(1996)
Proc. of 13st Annual Conference of JGS
, pp. 1407-1408
-
-
Ozawa, H.1
Shibuya, S.2
Mitachi, T.3
Ito, S.4
-
150
-
-
0012348921
-
Verifica delle leggi elastiche quasilineari nelle sabbie mediante prove di laboratorio
-
Aprile 1996, Department of Structural Engineering, Politecnico di Torino
-
Pallara O. 1996. Verifica delle leggi elastiche quasilineari nelle sabbie mediante prove di laboratorio. Rapporto di Ricerca, Aprile 1996, Department of Structural Engineering, Politecnico di Torino.
-
(1996)
Rapporto di Ricerca
-
-
Pallara, O.1
-
152
-
-
0000865823
-
Undrained plane strain expansion of a cylindrical cavity in clay; A simple interpretation of the pressuremeter test
-
Palmer A.C. 1972. Undrained Plane Strain Expansion of a Cylindrical Cavity in Clay; a Simple Interpretation of the Pressuremeter Test. Géotechnique, 22:451-457.
-
(1972)
Géotechnique
, vol.22
, pp. 451-457
-
-
Palmer, A.C.1
-
155
-
-
0001865361
-
Repeated load triaxial testing of granular materials in the fench network of laboratories des ponts et chaussées
-
Balkema
-
Paute J.L., Hornych P. & Benaben J.P. 1996. Repeated load triaxial testing of granular materials in the Fench network of Laboratories des Ponts et Chaussées. Proc. of the European Symposium Eurofles 1993, Lisbon, Balkema. 53-64.
-
(1996)
Proc. of the European Symposium Eurofles 1993, Lisbon
, pp. 53-64
-
-
Paute, J.L.1
Hornych, P.2
Benaben, J.P.3
-
157
-
-
0001791977
-
Some observations on the static and dynamic shear stiffness of Ham river sand
-
Porovic E. & Jardine R. 1994. Some observations on the static and dynamic shear stiffness of Ham River sand IS Hokkaido 1994, Balkema, 1: 25-30.
-
(1994)
IS Hokkaido 1994, Balkema
, vol.1
, pp. 25-30
-
-
Porovic, E.1
Jardine, R.2
-
158
-
-
0024068943
-
Strenght and deformation characteristics of sand in torsional simple shear
-
Pradhan T.B.S., Tatsuoka F. & Horii, N. 1988. Strenght and Deformation Characteristics of Sand in Torsional Simple Shear Soils and Foundations, 28(3): 131-148.
-
(1988)
Soils and Foundations
, vol.28
, Issue.3
, pp. 131-148
-
-
Pradhan, T.B.S.1
Tatsuoka, F.2
Horii, N.3
-
160
-
-
0012330973
-
Development of field techniques to measure damping values for near surface rocks and soils
-
Redpath, B.B., Edwards, R.B., Hale, R.J. & Kintzer, F.C. 1982. Development of Field Techniques to Measure Damping Values for Near Surface Rocks and Soils. Prepared for NSF Grant No. PFR-7900192.
-
(1982)
Prepared for NSF Grant No. PFR-7900192
-
-
Redpath, B.B.1
Edwards, R.B.2
Hale, R.J.3
Kintzer, F.C.4
-
165
-
-
0012352852
-
Correlation of initial tangent modulus and cone penetration resistance
-
Rix, G.J. & Stokoe, K.H. II 1991. Correlation of Initial Tangent Modulus and Cone Penetration Resistance. Proc. I ISOCCT, Postdam, New York.
-
(1991)
Proc. I ISOCCT, Postdam, New York
-
-
Rix, G.J.1
Stokoe K.H. II2
-
167
-
-
0012252654
-
In-situ measurement of damping ratio using surface waves
-
Rix, G.J., Lai, C.G., Spang, A.W., Jr. 1999a. "In-Situ Measurement of Damping Ratio Using Surface Waves." Accepted for publication in the ASCE Journal of Geotechnical and Geoenvironmental Engineering, 29 pp.
-
(1999)
ASCE Journal of Geotechnical and Geoenvironmental Engineering
, pp. 29
-
-
Rix, G.J.1
Lai, C.G.2
Spang A.W., Jr.3
-
168
-
-
0012257645
-
Simultaneous measurement of surface wave dispersion and attenuation curves
-
Rix, G.J., Lai, C.G., and Foti, S. 1999b. "Simultaneous Measurement of Surface Wave Dispersion and Attenuation Curves." Submitted for publication in the ASTM Geotechnical Testing Journal, 34 pp.
-
(1999)
Submitted for Publication in the ASTM Geotechnical Testing Journal
, pp. 34
-
-
Rix, G.J.1
Lai, C.G.2
Foti, S.3
-
169
-
-
0020970495
-
Interpretation of cone penetration tests - Part I: Sands
-
Robertson P.K. & Campanella R.G. 1983. Interpretation of Cone Penetration Tests - Part I: Sands. Canadian Geotechnical Journal. 20(4): 718-733.
-
(1983)
Canadian Geotechnical Journal
, vol.20
, Issue.4
, pp. 718-733
-
-
Robertson, P.K.1
Campanella, R.G.2
-
172
-
-
0012348924
-
-
Personal Communication
-
Santamarina C. 1998 Personal Communication.
-
(1998)
-
-
Santamarina, C.1
-
174
-
-
0022922999
-
Moduli and damping factors for dynamic analysis of cohesionless soils
-
Seed H.B., Wong. R.T., Idriss I.M. & Tokimatsu K. 1986. Moduli and Damping Factors for Dynamic Analysis of Cohesionless Soils. Journal GED, ASCE. 112(11): 1016-1032.
-
(1986)
Journal GED, ASCE
, vol.112
, Issue.11
, pp. 1016-1032
-
-
Seed, H.B.1
Wong, R.T.2
Idriss, I.M.3
Tokimatsu, K.4
-
175
-
-
0002000357
-
A new look at stress-strain relations of soils and soft rocks
-
Shibuya S., tatsuoka F., Abe F., Kim Y.S., Park C.S. & Mukabi J.N. 1991. A new look at stress-strain relations of soils and soft rocks. Proc. of 9th ARC on SMFE. 1: 63-66.
-
(1991)
Proc. of 9th ARC on SMFE
, vol.1
, pp. 63-66
-
-
Shibuya, S.1
Tatsuoka, F.2
Abe, F.3
Kim, Y.S.4
Park, C.S.5
Mukabi, J.N.6
-
176
-
-
0029367663
-
Strain rate effect on shear modulus and damping of normally consolidated clay
-
Shibuya S., Mitachi T., Fukuda F. & Degoshi T. 1995. Strain Rate Effect on Shear Modulus and Damping of Normally Consolidated Clay. Geotechnical Testing Journal. 18(3): 365-375.
-
(1995)
Geotechnical Testing Journal
, vol.18
, Issue.3
, pp. 365-375
-
-
Shibuya, S.1
Mitachi, T.2
Fukuda, F.3
Degoshi, T.4
-
177
-
-
0002528405
-
Estimate of elastic shear modulus in holocene soil deposit
-
Shibuya S. & Tanaka H. 1996. Estimate Of Elastic Shear Modulus in Holocene Soil Deposit. Soils and Foundations. 36(4): 45-55
-
(1996)
Soils and Foundations
, vol.36
, Issue.4
, pp. 45-55
-
-
Shibuya, S.1
Tanaka, H.2
-
179
-
-
0001363162
-
Development of a fully digitized triaxial apparatus for testing soils and soft rocks
-
Shibuya S. & Mitachi T. 1997. Development of a fully digitized triaxial apparatus for testing soils and soft rocks. Geotechnical Engineering. 28(2): 183-207.
-
(1997)
Geotechnical Engineering
, vol.28
, Issue.2
, pp. 183-207
-
-
Shibuya, S.1
Mitachi, T.2
-
180
-
-
0031208506
-
Elastic shar modulus of soft clays from shear wave velocity measurements
-
Shibuya S. Hwang S.C. & Mitachi T. 1997. Elastic shar modulus of soft clays from shear wave velocity measurements. Géotechnique, 47(3): 593-601.
-
(1997)
Géotechnique
, vol.47
, Issue.3
, pp. 593-601
-
-
Shibuya, S.1
Hwang, S.C.2
Mitachi, T.3
-
181
-
-
0003241416
-
Assessing structure of aged natural sedimentary clays
-
(submitted)
-
Shibuya S. 1999. Assessing structure of aged natural sedimentary clays. Soils and Foundations, (submitted)
-
(1999)
Soils and Foundations
-
-
Shibuya, S.1
-
182
-
-
0037981111
-
Measurement and application of quasi-elastic properties in geotechnical site characterisation
-
Seoul, in print
-
Shibuya S., Mitachi T., Tanaka H., Kawaguchi T. & Lee In-Mo. 1999. Measurement and application of quasi-elastic properties in geotechnical site characterisation. TL session1, 11th ARC on SMGE, Seoul, in print.
-
(1999)
TL Session1, 11th ARC on SMGE
-
-
Shibuya, S.1
Mitachi, T.2
Tanaka, H.3
Kawaguchi, T.4
Lee, I.-Mo.5
-
184
-
-
0018480649
-
A computer model for the analysis of ground movements in London clay
-
Simpson B., O'Riordan N.J. & Croft D.D. 1979. A Computer Model for the Analysis of Ground Movements in London Clay. Geotechnique. 29(2): 149-175.
-
(1979)
Geotechnique
, vol.29
, Issue.2
, pp. 149-175
-
-
Simpson, B.1
O'Riordan, N.J.2
Croft, D.D.3
-
185
-
-
0020062803
-
Undisturbed sampling of saturated sands by freezing
-
Singh S., Seed H.B. & Chan C.K. 1982. Undisturbed Sampling of Saturated Sands by Freezing. Journal GED, ASCE. 108(GT2): 247-264.
-
(1982)
Journal GED, ASCE
, vol.108
, Issue.GT2
, pp. 247-264
-
-
Singh, S.1
Seed, H.B.2
Chan, C.K.3
-
186
-
-
0030384297
-
Rate dependent deformation of structured natural clays
-
Soga K., Mitchell J.K., & Hon M. 1996. Rate dependent deformation of structured natural clays, GSP No. 61, ASCE: 243-257.
-
(1996)
GSP No. 61, ASCE
, vol.61
, pp. 243-257
-
-
Soga, K.1
Mitchell, J.K.2
Hon, M.3
-
188
-
-
0012304718
-
In situ seismic methods. Recent advances in testing, understanding and applications
-
Politecnico di Torino, Department of Structural Engineering
-
Stokoe KH II, Mok Y.S., Lee N. & Lopez R. 1989 In Situ Seismic Methods. Recent Advances in Testing, Understanding and Applications. Proc. XIV CGT, Politecnico di Torino, Department of Structural Engineering.
-
(1989)
Proc. XIV CGT
-
-
Stokoe K.H. II1
Mok, Y.S.2
Lee, N.3
Lopez, R.4
-
190
-
-
0005906109
-
Characterization of soil in calibration chambers with seismic waves
-
Stokoe, K.H. II, Lee, J.N.K. & Lee, S.H.H. 1991. Characterization of Soil in Calibration Chambers with Seismic Waves. Proc. ISOCCT1, Postdam, NY
-
(1991)
Proc. ISOCCT1, Postdam, NY
-
-
Stokoe K.H. II1
Lee, J.N.K.2
Lee, S.H.H.3
-
191
-
-
0028255365
-
Characterization of geotechnical sites by sasw method
-
New Delhi, India TC
-
Stokoe, K.H. II, Wright, S.G., Bay, J.A. & Roësset, J.M. 1994. Characterization of Geotechnical Sites by Sasw Method. Proc. XIII ICSMFE New Delhi, India TC # 10: 15-25.
-
(1994)
Proc. XIII ICSMFE
, vol.10
, pp. 15-25
-
-
Stokoe K.H. II1
Wright, S.G.2
Bay, J.A.3
Roësset, J.M.4
-
192
-
-
0000677698
-
Effects of various parameters on the stiffness and damping of soils at small to medium strains
-
Balkema
-
Stokoe, K.H. II, Hwang S.K., Lee, J.N.K. & Andrus R.D. 1995. Effects of Various Parameters on the Stiffness and Damping of Soils at Small to Medium Strains. Keynote Lecture 2, IS Hokkaido. 2:785-816. Balkema
-
(1995)
Keynote Lecture 2, IS Hokkaido
, vol.2
, pp. 785-816
-
-
Stokoe K.H. II1
Hwang, S.K.2
Lee, J.N.K.3
Andrus, R.D.4
-
193
-
-
46549083423
-
Correlations of in situ measurements in sands with shear wave velocity
-
University of Texas at Austin, Austin, Texas
-
Sykora, D.W. & Stokoe, K.H. II 1983. Correlations of in Situ Measurements in Sands with Shear Wave Velocity. Geotechnical Engineering Report GR83-33, University of Texas at Austin, Austin, Texas
-
(1983)
Geotechnical Engineering Report
, vol.GR83-33
-
-
Sykora, D.W.1
Stokoe K.H. II2
-
194
-
-
0026225982
-
A method for evaluating membrane compliance and system compliance in undrained cyclic shear tests
-
Tanaka Y., Kokusho T., Yoshida Y & Kudo K. 1991. A method for evaluating membrane compliance and system compliance in undrained cyclic shear tests. Soils and Foundations. 31(3): 30-42.
-
(1991)
Soils and Foundations
, vol.31
, Issue.3
, pp. 30-42
-
-
Tanaka, Y.1
Kokusho, T.2
Yoshida, Y.3
Kudo, K.4
-
195
-
-
0001911631
-
Shear modulus and damping ratio of gravelly soils measured by several methods
-
Tanaka Y., Kudo K., Nishi K. & Okamoto T. 1994. Shear modulus and damping ratio of gravelly soils measured by several methods. IS Hokkaido 1994, Balkema, 1: 47-54.
-
(1994)
IS Hokkaido 1994, Balkema
, vol.1
, pp. 47-54
-
-
Tanaka, Y.1
Kudo, K.2
Nishi, K.3
Okamoto, T.4
-
196
-
-
0002733823
-
Comparative study on sample quality using several types of samplers
-
Tanaka H., Sharma P., Tsuchida T. & Tanaka M., 1996. Comparative Study on Sample Quality Using Several Types of Samplers. Soils and Foundations. 36(2): 57-68.
-
(1996)
Soils and Foundations
, vol.36
, Issue.2
, pp. 57-68
-
-
Tanaka, H.1
Sharma, P.2
Tsuchida, T.3
Tanaka, M.4
-
197
-
-
0026877486
-
A waveform inversion technique for measuring elastic wave attenuation using cylindrical bars
-
Tang, X.M.. (1992). "A Waveform Inversion Technique for Measuring Elastic Wave Attenuation Using Cylindrical Bars." Geophysics, 57, 854-859.
-
(1992)
Geophysics
, vol.57
, pp. 854-859
-
-
Tang, X.M.1
-
199
-
-
0001642334
-
Deformation characteristics of soil and rocks from field and laboratory tests
-
Tatsuoka, F. & Shibuya, S. 1992. Deformation Characteristics of Soil and Rocks from Field and Laboratory Tests. Keynote Lecture, IX Asian Conference on SMFE, Bangkok. 2: 101-190.
-
(1992)
Keynote Lecture, IX Asian Conference on SMFE, Bangkok
, vol.2
, pp. 101-190
-
-
Tatsuoka, F.1
Shibuya, S.2
-
200
-
-
27144507771
-
Measurements of elastic properties of geomaterials in çaboratory compresion tests
-
Tatsuoka F., Sato T., Park C-S, Kim Y-S, Mukabi J.N. & Kohata Y. 1994. Measurements of Elastic Properties of Geomaterials in çaboratory Compresion Tests. Geotechnical Testing Journal, 17(1): 80-94.
-
(1994)
Geotechnical Testing Journal
, vol.17
, Issue.1
, pp. 80-94
-
-
Tatsuoka, F.1
Sato, T.2
Park, C.-S.3
Kim, Y.-S.4
Mukabi, J.N.5
Kohata, Y.6
-
201
-
-
0001130583
-
Stiffness of hard soils and soft rocks in engineering applications
-
Baikema
-
Tatsuoka F. & Kohata Y. 1995 Stiffness of Hard Soils and Soft Rocks in Engineering Applications. Keynote Lecture 8, IS Hokkaido 1994. 2: 947-1066. Baikema
-
(1995)
Keynote Lecture 8, IS Hokkaido 1994
, vol.2
, pp. 947-1066
-
-
Tatsuoka, F.1
Kohata, Y.2
-
204
-
-
0012252669
-
Sample disturbance in rotary core tube sampling of soft rock
-
Thomas Telford
-
Tatsuoka F., Kohata Y., Tsubouchi T., Murata K., Ochi K. & Wang L. 1996. Sample disturbance in rotary core tube sampling of soft rock. Advances in Site Investigation Practice. Thomas Telford.
-
(1996)
Advances in Site Investigation Practice
-
-
Tatsuoka, F.1
Kohata, Y.2
Tsubouchi, T.3
Murata, K.4
Ochi, K.5
Wang, L.6
-
205
-
-
0001514404
-
Characterising the pre-failure deformation properties of geomaterials
-
Hamburg, in print. Balkema
-
Tatsuoka F., Jardine R.J., Lo Presti D.C.F., Di Benedetto H. & Kodaka T. 1997. Characterising the Pre-Failure Deformation Properties of Geomaterials. Theme Lecture, Plenary Session 1, XIV ICSMFE, Hamburg, in print. Balkema
-
(1997)
Theme Lecture, Plenary Session 1, XIV ICSMFE
-
-
Tatsuoka, F.1
Jardine, R.J.2
Lo Presti, D.C.F.3
Di Benedetto, H.4
Kodaka, T.5
-
208
-
-
0002384309
-
Effects of the cyclic prestraining on dilatancy characteristics and liquefaction strenght of sand
-
Balkema
-
Teachavorasinskun S., Tatsuoka F. & Lo Presti D.C.F. 1994 Effects of the Cyclic Prestraining on Dilatancy Characteristics and Liquefaction strenght of Sand. IS Hokkaido, Balkema, 1: 75-80.
-
(1994)
IS Hokkaido
, vol.1
, pp. 75-80
-
-
Teachavorasinskun, S.1
Tatsuoka, F.2
Lo Presti, D.C.F.3
-
209
-
-
36849122738
-
Transmission of elastic waves through a stratified solid medium
-
Thomson, W.T. (1950). "Transmission of Elastic Waves through a Stratified Solid Medium." J. Applied Physics, 21, 89-93.
-
(1950)
J. Applied Physics
, vol.21
, pp. 89-93
-
-
Thomson, W.T.1
-
210
-
-
0000509519
-
Standardization of laboratory test methods to determine the cyclic deformation properties of geomaterials in Japan
-
Balkema
-
Toki S., Shibuya S. & Yamashita S. 1995. Standardization of laboratory test methods to determine the cyclic deformation properties of geomaterials in Japan. Keynote Lecture 1, IS Hokkaido: 2: 741-784, Balkema
-
(1995)
Keynote Lecture 1, IS Hokkaido
, vol.2
, pp. 741-784
-
-
Toki, S.1
Shibuya, S.2
Yamashita, S.3
-
211
-
-
0000602822
-
Geotechnical site characterization using surface waves
-
Tokyo, Balkema, Rotterdam
-
Tokimatsu, K. 1995. "Geotechnical Site Characterization using Surface Waves." Proceedings, First International Conference on Earthquake Geotechnical Engineering, IS-Tokyo '95, Tokyo, Balkema, Rotterdam, 1333-1368.
-
(1995)
Proceedings, First International Conference on Earthquake Geotechnical Engineering, IS-Tokyo '95
, pp. 1333-1368
-
-
Tokimatsu, K.1
-
212
-
-
0025573182
-
Generalized stress-path-dependent soil behaviour with a new hollow cylinder torsional apparatus
-
Vaid Y.P., Sayao A., Hou E. & Negussey D. 1990. Generalized stress-path-dependent soil behaviour with a new hollow cylinder torsional apparatus. Canadian Geotechnical Journal, 27: 601-616.
-
(1990)
Canadian Geotechnical Journal
, vol.27
, pp. 601-616
-
-
Vaid, Y.P.1
Sayao, A.2
Hou, E.3
Negussey, D.4
-
213
-
-
0029416459
-
Stiffness of fine grained soils at very small strains
-
Viggiani G. & Atkinson J.H. 1995a. Stiffness of Fine Grained Soils at Very Small Strains. Ggotechnique. 45(2): 249-255
-
(1995)
Ggotechnique
, vol.45
, Issue.2
, pp. 249-255
-
-
Viggiani, G.1
Atkinson, J.H.2
-
214
-
-
0028974917
-
The interpretation of bender element tests
-
Viggiani G. & Atkinson J.H. 1995b. The Interpretation of Bender Element Tests. Géotechnique. 45(1): 149-155
-
(1995)
Géotechnique
, vol.45
, Issue.1
, pp. 149-155
-
-
Viggiani, G.1
Atkinson, J.H.2
-
215
-
-
0026358840
-
Time-harmonic boussinesq problem for a continuously non-homogeneous soil
-
Vrettos, C. (1991). "Time-Harmonic Boussinesq Problem for a Continuously Non-Homogeneous Soil." Earthquake Engineering and Structural Dynamics, 20, 961-977.
-
(1991)
Earthquake Engineering and Structural Dynamics
, vol.20
, pp. 961-977
-
-
Vrettos, C.1
-
216
-
-
0028668679
-
Cyclic threshold shear strains in soils
-
Vucetic, M. 1994. Cyclic Threshold Shear Strains in Soils Journal of GED, ASCE. 120(12): 2208-2228.
-
(1994)
Journal of GED, ASCE
, vol.120
, Issue.12
, pp. 2208-2228
-
-
Vucetic, M.1
-
217
-
-
0022927475
-
The development of the full displacement pressuremeter
-
University of Texas, ASTM STP
-
Withers, N.J., Schaap, L.H.J., Kolk, K.J. & Dalton, J.C.P. 1986. The Development of the Full Displacement Pressuremeter. Proc. of 2nd IS on The Pressuremeter and Its Marine Applications, University of Texas, ASTM STP 950:38-56
-
(1986)
Proc. of 2nd IS on The Pressuremeter and Its Marine Applications
, vol.950
, pp. 38-56
-
-
Withers, N.J.1
Schaap, L.H.J.2
Kolk, K.J.3
Dalton, J.C.P.4
-
222
-
-
0028271265
-
Borehole methods in shallow seismic exploration
-
Woods, R.D. 1994. Borehole Methods in Shallow Seismic Exploration. Proc. of XIII ICSMFE New Delhi, India TC # 10: 91-100.
-
(1994)
Proc. of XIII ICSMFE New Delhi, India TC
, vol.10
, pp. 91-100
-
-
Woods, R.D.1
-
223
-
-
0001468095
-
An instrument for the in-situ measurement of the properties of soft clays
-
1.2
-
Wroth C.P. & Hughes J.H.O. 1973. An Instrument for the In-Situ Measurement of the Properties of Soft Clays. Proc. VIII ICSMFE. 1.2: 487-494.
-
(1973)
Proc. VIII ICSMFE
, pp. 487-494
-
-
Wroth, C.P.1
Hughes, J.H.O.2
-
224
-
-
0001906454
-
Cooperative research with public work station ministry of construction on ground liquefaction
-
Yamamoto A., Kubota Y., Furuta I & Morita Y. 1998. Cooperative research with Public Work Station Ministry of Construction on ground liquefaction. Technical Forum'98, ZENCHIREN, pp: 1-42.
-
(1998)
Technical Forum'98, ZENCHIREN
, pp. 1-42
-
-
Yamamoto, A.1
Kubota, Y.2
Furuta, I.3
Morita, Y.4
-
225
-
-
0012440299
-
Young's and shear moduli under different principal stress directions of sand
-
Balkema, in print
-
Yamashita S. & Suzuki T. 1999. Young's and shear moduli under different principal stress directions of sand, Proc. of IS Torino 99, Balkema, in print.
-
(1999)
Proc. of IS Torino 99
-
-
Yamashita, S.1
Suzuki, T.2
-
226
-
-
0027789281
-
Dynamic deformation characteristics of sands and rockfill materials
-
Yasuda N. & Matsumoto N. 1993. Dynamic deformation characteristics of sands and rockfill materials. Canadian Geotechnical Journal, 30: 747-757.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, pp. 747-757
-
-
Yasuda, N.1
Matsumoto, N.2
-
227
-
-
0018011524
-
Undisturbed testing of saturated sands by freezing
-
Yoshimi Y., Hatanaka M. & Oh-oka H. 1978. Undisturbed Testing of Saturated Sands by Freezing. Soils and Foundations. 18(3): 59-73.
-
(1978)
Soils and Foundations
, vol.18
, Issue.3
, pp. 59-73
-
-
Yoshimi, Y.1
Hatanaka, M.2
Oh-Oka, H.3
-
230
-
-
0012315578
-
-
Ph.D. Dissertation in progress, The Georgia Institute of Technology, Atlanta, Georgia
-
Zywicki, D.J. (1999). Ph.D. Dissertation in progress, The Georgia Institute of Technology, Atlanta, Georgia.
-
(1999)
-
-
Zywicki, D.J.1
|