-
1
-
-
3743108168
-
Optical analysis of stress and strain around the tip of a penetrating probe
-
Balkema, Rotterdam
-
Allersma, H.G.B. (1988). Optical analysis of stress and strain around the tip of a penetrating probe. Penetration Testing 1988, Vol. 2, Balkema, Rotterdam, 615-620.
-
(1988)
Penetration Testing 1988
, vol.2
, pp. 615-620
-
-
Allersma, H.G.B.1
-
2
-
-
0034302249
-
Nonlinear soil stiffness in routine design
-
Atkinson, J.H. (2000). Nonlinear soil stiffness in routine design. Geotechnique 50(5), 485-508.
-
(2000)
Geotechnique
, vol.50
, Issue.5
, pp. 485-508
-
-
Atkinson, J.H.1
-
3
-
-
0022082462
-
A state parameter for sands
-
Been, K. and Jefferies, M.G. (1985). A state parameter for sands. Geotechnique 35(2), 99-112.
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
4
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M.D. (1986). The strength and dilatancy of sands. Geotechnique 36(1), 65-78.
-
(1986)
Geotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
5
-
-
0015655420
-
Axial stress-strain characteristics of sand
-
Breth, H., Schuster, E. and Pise, P. (1973). Axial stress-strain characteristics of sand. Journal of the Soil Mechanics & Foundations Division (ASCE) 99 (SM8), 617-632.
-
(1973)
Journal of the Soil Mechanics & Foundations Division (ASCE)
, vol.99
, pp. 617-632
-
-
Breth, H.1
Schuster, E.2
Pise, P.3
-
6
-
-
0004056683
-
-
A.A. Balkema, Rotterdam
-
Briaud, J-L. (1992). The Pressuremeter, A.A. Balkema, Rotterdam, 336 p.
-
(1992)
The Pressuremeter
, pp. 336
-
-
Briaud, J.-L.1
-
7
-
-
0022927474
-
Self-boring pressuremeter in Po River Sand. Pressuremeter and Its Marine Applications
-
ASTM, West Conshohocken/PA
-
Bruzzi, D., Ghionna, V., Jamiolkowski, M., Lancellotta, R. and Manfredini, G. (1986). Self-boring pressuremeter in Po River Sand. Pressuremeter and Its Marine Applications, STP 950, ASTM, West Conshohocken/PA, 57-74.
-
(1986)
STP
, vol.950
, pp. 57-74
-
-
Bruzzi, D.1
Ghionna, V.2
Jamiolkowski, M.3
Lancellotta, R.4
Manfredini, G.5
-
9
-
-
0025842935
-
-
Proc. 10th ECSMFE (III), Firenze
-
Burghignoli, A., Pane, V., and Cavalera, L. (1991b). Modeling stress-strain-time behavior of natural soils: monotonic loading, Proc. 10th ECSMFE (III), Firenze, 959-979.
-
(1991)
Modeling Stress-Strain-Time Behavior of Natural Soils: Monotonic Loading
, pp. 959-979
-
-
Burghignoli, A.1
Pane, V.2
Cavalera, L.3
-
10
-
-
0024920802
-
Small is beautiful: The stiffness of soils at small strains
-
Burland, J.B. (1989). Small is beautiful: the stiffness of soils at small strains. Canadian Geotechnical J. 26(4), 499-516.
-
(1989)
Canadian Geotechnical J
, vol.26
, Issue.4
, pp. 499-516
-
-
Burland, J.B.1
-
11
-
-
0030284125
-
Small- and high-strain soil properties using the seismic piezocone
-
National Acad. Press, D.C
-
Burns, S.E. and Mayne, P.W. (1996). Small- and high-strain soil properties using the seismic piezocone. Transportation Research Record 1548, National Acad. Press, D.C., 81-88.
-
(1996)
Transportation Research Record 1548
, pp. 81-88
-
-
Burns, S.E.1
Mayne, P.W.2
-
12
-
-
0032323420
-
Monotonic and dilatory pore pressure decay during piezocone tests
-
Burns, S.E. and Mayne, P.W. (1998). Monotonic and dilatory pore pressure decay during piezocone tests. Canadian Geotechnical Journal 35(6), 1063-1073.
-
(1998)
Canadian Geotechnical Journal
, vol.35
, Issue.6
, pp. 1063-1073
-
-
Burns, S.E.1
Mayne, P.W.2
-
13
-
-
0010886845
-
Analytical cavity expansion-critical state model for piezocone dissipation in fine-grained soils
-
Burns, S.E. and Mayne, P.W. (2002). Analytical cavity expansion-critical state model for piezocone dissipation in fine-grained soils. Soils & Foundations 42(2), 131-137.
-
(2002)
Soils & Foundations
, vol.42
, Issue.2
, pp. 131-137
-
-
Burns, S.E.1
Mayne, P.W.2
-
14
-
-
3042869352
-
The effects of geological history on the dynamic stiffness in soils
-
Vol., Copenhagen, 1.27-1.36
-
Butcher, A.P. and Powell, J.J.M. (1995). The effects of geological history on the dynamic stiffness in soils. Proceedings, XI ECSMFE, Vol. 1, Copenhagen, 1.27-1.36.
-
(1995)
Proceedings, XI ECSMFE
, vol.1
-
-
Butcher, A.P.1
Powell, J.J.M.2
-
16
-
-
0036182905
-
Drilled shaft axial design values in calcareous clay
-
Vol., GSP 116,, ASCE, Reston
-
Camp, W.M., Mayne, P.W. and Brown, D.A. (2002). Drilled shaft axial design values in calcareous clay. Deep Foundations 2002, Vol. 2, GSP 116, ASCE, Reston, 1518-1532.
-
(2002)
Deep Foundations 2002
, vol.2
, pp. 1518-1532
-
-
Camp, W.M.1
Mayne, P.W.2
Brown, D.A.3
-
17
-
-
0022614468
-
Seismic cone penetration test
-
(GSP 6), ASCE, Reston
-
Campanella, R.G., Robertson, P.K., and Gillespie, D. (1986). Seismic cone penetration test. Use of in situ tests in geotechnical engineering (GSP 6), ASCE, Reston, 116-130.
-
(1986)
Use of in Situ Tests in Geotechnical Engineering
, pp. 116-130
-
-
Campanella, R.G.1
Robertson, P.K.2
Gillespie, D.3
-
18
-
-
0027039162
-
Seismic cone analysis using digital signal processing for dynamic site characterization
-
Campanella, R.G. and Stewart, W.P. (1992). Seismic cone analysis using digital signal processing for dynamic site characterization. Canadian Geot. J. 29(3), 477-486.
-
(1992)
Canadian Geot. J
, vol.29
, Issue.3
, pp. 477-486
-
-
Campanella, R.G.1
Stewart, W.P.2
-
19
-
-
0028056663
-
Field methods for dynamic geotechnical testing
-
ASTM, West Conshohocken/PA
-
Campanella, R.G. (1994). Field methods for dynamic geotechnical testing. Dynamic Geotechnical Testing II (STP 1213), ASTM, West Conshohocken/PA, 3-23.
-
(1994)
Dynamic Geotechnical Testing II (STP 1213)
, pp. 3-23
-
-
Campanella, R.G.1
-
20
-
-
85166325331
-
The in-situ measurement of the undrained shear strength of clays using the field vane
-
ASTM, West Conshohocken/PA
-
Chandler, R.J. (1988). The in-situ measurement of the undrained shear strength of clays using the field vane. Vane Shear Strength Testing in Soils. STP 1014, ASTM, West Conshohocken/PA, 13-44.
-
(1988)
Vane Shear Strength Testing in Soils. STP 1014
, pp. 13-44
-
-
Chandler, R.J.1
-
21
-
-
0030158854
-
Statistical relationships between piezocone measurements and stress history of clays
-
Chen, B. S-Y. and Mayne, P.W. (1996). Statistical relationships between piezocone measurements and stress history of clays. Canadian Geotechnical J. 33(3), 488-498.
-
(1996)
Canadian Geotechnical J
, vol.33
, Issue.3
, pp. 488-498
-
-
Chen, B.S.1
Mayne, P.W.2
-
23
-
-
0027007905
-
Progressive destructuring of Bothkennar clay: Implications for sampling and reconsolidation procedures
-
Clayton, C.R.I., Hight, D.W., and Hopper, R.J. (1992). Progressive destructuring of Bothkennar clay: implications for sampling and reconsolidation procedures. Geotechnique 42(2), 219-239.
-
(1992)
Geotechnique
, vol.42
, Issue.2
, pp. 219-239
-
-
Clayton, C.R.I.1
Hight, D.W.2
Hopper, R.J.3
-
24
-
-
33845576212
-
Carbonate sands
-
Swets & Zeitlinger, Lisse
-
Coop, M.R. and Airey, D.W. (2003). Carbonate sands. Characterization and Engineering Properties of Natural Soils, Vol. 2, Swets & Zeitlinger, Lisse, 1049-1086.
-
(2003)
Characterization and Engineering Properties of Natural Soils
, vol.2
, pp. 1049-1086
-
-
Coop, M.R.1
Airey, D.W.2
-
25
-
-
0345685203
-
Maximum and minimum void ratio characteristics of sands
-
Cubrinovski, M. and Ishihara, K. (2002). Maximum and minimum void ratio characteristics of sands. Soils & Foundations 42(6), 65-78.
-
(2002)
Soils & Foundations
, vol.42
, Issue.6
, pp. 65-78
-
-
Cubrinovski, M.1
Ishihara, K.2
-
26
-
-
0344272894
-
Stress-strain characteristics of sand
-
Daniel, A.W.T., Harvey, R.C. and Burley, E. (1975). Stress-strain characteristics of sand. Journal of Geotechnical Engineering 101 (GT5), 508-512.
-
(1975)
Journal of Geotechnical Engineering
, vol.101
, pp. 508-512
-
-
Daniel, A.W.T.1
Harvey, R.C.2
Burley, E.3
-
27
-
-
0036009665
-
Evaluation of preconsolidation pressure and the overconsolidation ratio from piezocone tests of clay deposits in Quebec
-
Demers, D., and Leroueil, S. (2002). Evaluation of preconsolidation pressure and the overconsolidation ratio from piezocone tests of clay deposits in Quebec. Canadian Geotechnical Journal 39(1), 174-192.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, Issue.1
, pp. 174-192
-
-
Demers, D.1
Leroueil, S.2
-
29
-
-
0026898622
-
Yielding of Mexico City clay and other natural clays
-
Diaz-Rodriguez, J.A., Leroueil, S. and Aleman, J. (1992). Yielding of Mexico City clay and other natural clays. Journal of Geotechnical Engineering 118(7), 981-995.
-
(1992)
Journal of Geotechnical Engineering
, vol.118
, Issue.7
, pp. 981-995
-
-
Diaz-Rodriguez, J.A.1
Leroueil, S.2
Aleman, J.3
-
31
-
-
0033683933
-
Miniature piezocone for use in centrifuge testing. Innovations & Applications in Geotechnical Site Characterization
-
ASCE, Reston/Virginia
-
Esquivel, E.R. and Silva, C.H. (2000). Miniature piezocone for use in centrifuge testing. Innovations & Applications in Geotechnical Site Characterization, GSP No. 97, ASCE, Reston/Virginia, 118-129.
-
(2000)
GSP
, vol.97
, pp. 118-129
-
-
Esquivel, E.R.1
Silva, C.H.2
-
32
-
-
0027799878
-
A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model
-
Fahey, M., and Carter, J.P. (1993). A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model. Canadian Geotechnical Journal 30(2), 348-362.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, Issue.2
, pp. 348-362
-
-
Fahey, M.1
Carter, J.P.2
-
33
-
-
57249105090
-
Effect of cementation on the small-strain parameters of sands
-
Fernandez, A.L. and Santamarina, J.C. (2001). Effect of cementation on the small-strain parameters of sands. Canadian Geotechnical Journal 38(1), 191-199.
-
(2001)
Canadian Geotechnical Journal
, vol.38
, Issue.1
, pp. 191-199
-
-
Fernandez, A.L.1
Santamarina, J.C.2
-
34
-
-
0034745554
-
Piezocone penetration testing in Atlantic Piedmont residuum
-
Finke, K.A., Mayne, P.W., and Klopp, R.A. (2001). Piezocone penetration testing in Atlantic Piedmont residuum. Journal of Geotechnical & Geoenv. Engrg. 127(1), 48-54.
-
(2001)
Journal of Geotechnical & Geoenv. Engrg
, vol.127
, Issue.1
, pp. 48-54
-
-
Finke, K.A.1
Mayne, P.W.2
Klopp, R.A.3
-
35
-
-
0033878816
-
The NGES at Northwestern Univ., National Geotechnical Experimentation Sites
-
ASCE, Reston/Virginia
-
Finno, R.J., Gassman, S.L. and Cavello, M. (2000). The NGES at Northwestern Univ., National Geotechnical Experimentation Sites, GSP 93, ASCE, Reston/Virginia, 130-159.
-
(2000)
GSP
, vol.93
, pp. 130-159
-
-
Finno, R.J.1
Gassman, S.L.2
Cavello, M.3
-
36
-
-
0032179049
-
Assessment of the coef. Of earth pressure at rest from Vs
-
Fioravante, V., Jamiolkowski, M., LoPresti, D., Mandfredini, G. and Pedroni, S. (1998). Assessment of the coef. of earth pressure at rest from Vs. Geotechnique 48(5), 657-666.
-
(1998)
Geotechnique
, vol.48
, Issue.5
, pp. 657-666
-
-
Fioravante, V.1
Jamiolkowski, M.2
Lopresti, D.3
Mandfredini, G.4
Pedroni, S.5
-
37
-
-
0025748949
-
Static and dynamic measurements of undrained stiffness on natural overconsolidated clays
-
Florence
-
Georgiannou, V.N., Rampello, S., and Silvestri, F. (1991). Static and dynamic measurements of undrained stiffness on natural overconsolidated clays. Proceedings, 10th European Con. Soil Mechanics and Foundation Engrg (1), Florence, 91-95
-
(1991)
Proceedings, 10Th European Con. Soil Mechanics and Foundation Engrg
, vol.1
, pp. 91-95
-
-
Georgiannou, V.N.1
Rampello, S.2
Silvestri, F.3
-
38
-
-
0012257602
-
-
The Pressuremeter and Its New Avenues, Balkema
-
Ghionna, V.N., Jamiolkowski, M., Pedroni, S. and Piccoli, S. (1995). Cone pressuremeter tests in Po River sand. The Pressuremeter and Its New Avenues, Balkema, 471-480.
-
(1995)
Cone Pressuremeter Tests in Po River Sand
, pp. 471-480
-
-
Ghionna, V.N.1
Jamiolkowski, M.2
Pedroni, S.3
Piccoli, S.4
-
40
-
-
0000625857
-
Shear modulus and damping in soils: Design equations and curves
-
Hardin, B.O. and Drnevich, V.P. (1972). Shear modulus and damping in soils: Design equations and curves. J. Soil Mechanics and Foundations Div. 98 (SM7), 667-692.
-
(1972)
J. Soil Mechanics and Foundations Div
, vol.98
, pp. 667-692
-
-
Hardin, B.O.1
Drnevich, V.P.2
-
41
-
-
84856838028
-
K0-value of insitu gravelly soils
-
Vol., Balkema
-
Hatanaka, M., Uchida, A. and Taya, Y. (1999). K0-value of insitu gravelly soils. Proc. 11th Asian Regional Conference on Soil Mechanics & Geotechnical Engineering, Vol. 1, Balkema, 77-80.
-
(1999)
Proc. 11Th Asian Regional Conference on Soil Mechanics & Geotechnical Engineering
, vol.1
, pp. 77-80
-
-
Hatanaka, M.1
Uchida, A.2
Taya, Y.3
-
43
-
-
0000516524
-
Analysis of the piezocone in clay
-
Balkema, Rotterdam
-
Houlsby, G.T. and Teh, C.I. (1988). Analysis of the piezocone in clay. Penetration Testing 1988, Vol. 2, Balkema, Rotterdam, 777-783.
-
(1988)
Penetration Testing 1988
, vol.2
, pp. 777-783
-
-
Houlsby, G.T.1
Teh, C.I.2
-
44
-
-
0026226732
-
The variation of shear modulus of a clay with pressure and overconsolidation ratio
-
Houlsby, G.T. and Wroth, C.P. (1991). The variation of shear modulus of a clay with pressure and overconsolidation ratio. Soils & Foundations 31(3), 138-143.
-
(1991)
Soils & Foundations
, vol.31
, Issue.3
, pp. 138-143
-
-
Houlsby, G.T.1
Wroth, C.P.2
-
45
-
-
0028192924
-
An analytical study of cone penetration tests in granular material
-
Huang, A-B. and Ma, M.Y. (1994). An analytical study of cone penetration tests in granular material. Canadian Geotechnical Journal 31(1), 91-103.
-
(1994)
Canadian Geotechnical Journal
, vol.31
, Issue.1
, pp. 91-103
-
-
Huang, A.-B.1
Ma, M.Y.2
-
46
-
-
0027557541
-
Unified dynamic shear moduli and damping ratios of sand and clay
-
Ishibashi, I. and Zhang, X. (1993). Unified dynamic shear moduli and damping ratios of sand and clay. Soils & Foundations, Vol. 33(1), 182-191.
-
(1993)
Soils & Foundations
, vol.33
, Issue.1
, pp. 182-191
-
-
Ishibashi, I.1
Zhang, X.2
-
47
-
-
0001831976
-
New developments in field and lab testing of soils
-
San Francisco
-
Jamiolkowski, M., Ladd, C.C., Germaine, J. and Lancellotta, R. (1985). New developments in field and lab testing of soils. Proc. 11th ICSMFE (2), San Francisco, 57-154.
-
(1985)
Proc. 11Th ICSMFE
, vol.2
, pp. 57-154
-
-
Jamiolkowski, M.1
Ladd, C.C.2
Germaine, J.3
Lancellotta, R.4
-
48
-
-
31944439910
-
Validity of in-situ tests related to real behavior
-
New Delhi
-
Jamiolkowski, M. and LoPresti, D.C.F. (1994). Validity of in-situ tests related to real behavior. Proceedings 13th ICSMGE, Vol. 5, New Delhi, 51-55.
-
(1994)
Proceedings 13Th ICSMGE
, vol.5
, pp. 51-55
-
-
Jamiolkowski, M.1
Lopresti, D.C.F.2
-
51
-
-
84928568275
-
Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
-
Jardine, R.J., Potts, D.M., Fourie, A.B., and Burland, J.B. (1986). Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction. Geotechnique 36(3), 377-396.
-
(1986)
Geotechnique
, vol.36
, Issue.3
, pp. 377-396
-
-
Jardine, R.J.1
Potts, D.M.2
Fourie, A.B.3
Burland, J.B.4
-
52
-
-
4844223425
-
A new design procedure for driven piles and its application to two Japanese clays
-
Jardine, R.J., Chow, F.C., Matsumoto, T. and Lehane, B.M. (1998). A new design procedure for driven piles and its application to two Japanese clays. Soils & Foundations 38(1), 207-219.
-
(1998)
Soils & Foundations
, vol.38
, Issue.1
, pp. 207-219
-
-
Jardine, R.J.1
Chow, F.C.2
Matsumoto, T.3
Lehane, B.M.4
-
53
-
-
0027444078
-
Norsand: A simple critical state model for sand
-
Jefferies, M.G. (1993). Norsand: a simple critical state model for sand. Geotechnique 43(1), 91-104.
-
(1993)
Geotechnique
, vol.43
, Issue.1
, pp. 91-104
-
-
Jefferies, M.G.1
-
54
-
-
0012253077
-
-
Balkema, Rotterdam
-
Kokusho, T., Yoshida, Y. and Tanaka, Y. (1995). Formulation of shear wave velocity in gravelly soils. Earthquake Geotechnical Engineering, Balkema, Rotterdam, 245-250.
-
(1995)
Formulation of Shear Wave Velocity in Gravelly Soils. Earthquake Geotechnical Engineering
, pp. 245-250
-
-
Kokusho, T.1
Yoshida, Y.2
Tanaka, Y.3
-
56
-
-
0008481276
-
Manual on estimating soil properties for foundation design
-
Electric Power Research Institute, Palo Alto
-
Kulhawy, F.H. and Mayne, P.W. (1990). Manual on estimating soil properties for foundation design. Report EPRI EL- 6800, Electric Power Research Institute, Palo Alto, 306 p.
-
(1990)
Report EPRI EL
, vol.6800
, pp. 306
-
-
Kulhawy, F.H.1
Mayne, P.W.2
-
57
-
-
0022201837
-
Block sampling of sensitive clays. Proceedings
-
(, ), San Francisco
-
Lacasse, S., Berre, T., and Lefebvre, G. (1985). Block sampling of sensitive clays. Proceedings, 11th International Conference on Soil Mechanics and Foundations Engineering (2), San Francisco, 887-892.
-
(1985)
11Th International Conference on Soil Mechanics and Foundations Engineering
, vol.2
, pp. 887-892
-
-
Lacasse, S.1
Berre, T.2
Lefebvre, G.3
-
58
-
-
0026143052
-
Stability evaluation during staged construction. Terzaghi Lecture
-
Ladd, C.C. (1991). Stability evaluation during staged construction. Terzaghi Lecture, ASCE Journal of Geotechnical Engineering 117(4), 540-615.
-
(1991)
ASCE Journal of Geotechnical Engineering
, vol.117
, Issue.4
, pp. 540-615
-
-
Ladd, C.C.1
-
59
-
-
0019700670
-
Hypothetical yield envelope at stress rotation. Proc. 10th ICSMFE
-
Larsson, R. and Sallfors, G. (1981). Hypothetical yield envelope at stress rotation. Proc. 10th ICSMFE, Vol, 1, Stockholm, 693-696.
-
(1981)
Stockholm
, vol.1
, pp. 693-696
-
-
Larsson, R.1
Sallfors, G.2
-
63
-
-
40649090628
-
Geotechnical characterization of the subsoil of Pisa Tower
-
Swets and Zeitlinger, Lisse
-
Lo Presti, D.C.F., Jamiolkowski, M., Pepe, M. (2003). Geotechnical characterization of the subsoil of Pisa Tower. Characterization and Engineering Properties of Natural Soils (1). Swets and Zeitlinger, Lisse, 909-946.
-
(2003)
Characterization and Engineering Properties of Natural Soils
, vol.1
, pp. 909-946
-
-
Lo Presti, D.C.F.1
Jamiolkowski, M.2
Pepe, M.3
-
64
-
-
0013085055
-
General report: SPT, CPT, PMT, and recent developments in in-situ testing
-
Rio de Janeiro
-
Lunne, T., Lacasse, S. and Rad, N.S. (1994). General report: SPT, CPT, PMT, and recent developments in in-situ testing. Proc. 12th ICSMFE (4), Rio de Janeiro, 2339-2403.
-
(1994)
Proc. 12Th ICSMFE
, vol.4
, pp. 2339-2403
-
-
Lunne, T.1
Lacasse, S.2
Rad, N.S.3
-
65
-
-
0004069777
-
-
Blackie Academic EF Spon/Routledge Pub., New York
-
Lunne, T., Robertson, P.K., Powell, J.J.M. (1997). Cone Penetration Testing in Geotechnical Practice. Blackie Academic EF Spon/Routledge Pub., New York, 312 p.
-
(1997)
Cone Penetration Testing in Geotechnical Practice
, pp. 312
-
-
Lunne, T.1
Robertson, P.K.2
Powell, J.J.M.3
-
66
-
-
50149114237
-
Characterization & engineering properties of Holmen sand
-
Swets & Zeitlinger
-
Lunne, T., Long, M. and Forsberg, C.F. (2003). Characterization & engineering properties of Holmen sand. Characterization & Engineering Properties of Natural Soils, Vol. 2, Swets & Zeitlinger, 1121-1148.
-
(2003)
Characterization & Engineering Properties of Natural Soils
, vol.2
, pp. 1121-1148
-
-
Lunne, T.1
Long, M.2
Forsberg, C.F.3
-
67
-
-
84973440164
-
-
ASCE, Reston/Virginia
-
Lutenegger, A.J. and DeGroot, D., editors (2000). National Geotechnical Experimentation Sites, GSP No. 93, ASCE, Reston/Virginia, 396 p.
-
(2000)
National Geotechnical Experimentation Sites, GSP
, vol.93
, pp. 396
-
-
Lutenegger, A.J.1
Degroot, D.2
-
68
-
-
84973440168
-
-
on In-Situ Measurement of Soil Properties & Case Histories, Bali
-
Marchetti, S., Monaco, P., Totani, G. and Calabrese, M. (2001). The flat dilatometer test in soil investigations. Proceedings, Intl. Conf. on In-Situ Measurement of Soil Properties & Case Histories, Bali, 95-131.
-
(2001)
The Flat Dilatometer Test in Soil Investigations. Proceedings, Intl. Conf
, pp. 95-131
-
-
Marchetti, S.1
Monaco, P.2
Totani, G.3
Calabrese, M.4
-
69
-
-
0024772906
-
Penetration pore pressures in clay by CPTu, DMT, and SBP
-
Vol., Rio de Janeiro
-
Mayne, P.W. and Bachus, R.C. (1989). Penetration pore pressures in clay by CPTu, DMT, and SBP. Proceedings, 12th ICSMFE, Vol. 1, Rio de Janeiro, 291-294.
-
(1989)
Proceedings, 12Th ICSMFE
, vol.1
, pp. 291-294
-
-
Mayne, P.W.1
Bachus, R.C.2
-
70
-
-
0025571686
-
Observations on the development of porewater pressures during piezocones
-
Mayne, P.W., Kulhawy, F.H. and Kay, J.N. (1990). Observations on the development of porewater pressures during piezocones. Canadian Geotech. J. 27(4), 418-428.
-
(1990)
Canadian Geotech. J
, vol.27
, Issue.4
, pp. 418-428
-
-
Mayne, P.W.1
Kulhawy, F.H.2
Kay, J.N.3
-
71
-
-
0026169829
-
Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts
-
Mayne, P.W. (1991). Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts. Soils and Foundations 31(1), 65-76.
-
(1991)
Soils and Foundations
, vol.31
, Issue.1
, pp. 65-76
-
-
Mayne, P.W.1
-
72
-
-
0002477152
-
In-situ determination of clay stress history by piezocone model
-
Thomas Telford, London
-
Mayne, P.W. (1993). In-situ determination of clay stress history by piezocone model. Predictive Soil Mechanics, Thomas Telford, London, 483-495.
-
(1993)
Predictive Soil Mechanics
, pp. 483-495
-
-
Mayne, P.W.1
-
73
-
-
0002963909
-
Clay stress history evaluated from SCPTu
-
Balkema
-
Mayne, P.W., Robertson, P.K. and Lunne, T. (1998). Clay stress history evaluated from SCPTu. Geotechnical Site Characterization (2), Balkema, 1113-1118.
-
(1998)
Geotechnical Site Characterization
, vol.2
, pp. 1113-1118
-
-
Mayne, P.W.1
Robertson, P.K.2
Lunne, T.3
-
75
-
-
1642411824
-
Site characterization of Piedmont residuum of North America
-
Swets & Zeitlinger, Lisse
-
Mayne, P.W. and Brown, D.A. (2003). Site characterization of Piedmont residuum of North America. Characterization & Engineering Properties of Natural Soils, Vol. 2, Swets & Zeitlinger, Lisse, 1323-1339.
-
(2003)
Characterization & Engineering Properties of Natural Soils
, vol.2
, pp. 1323-1339
-
-
Mayne, P.W.1
Brown, D.A.2
-
76
-
-
84856910422
-
Field characterization of small- to high-strain behavior of clays
-
Vol., Proceedings, 12th Pan Am Conference, Verlag Glückauf, Essen
-
Mayne, P.W., Puzrin, A.M. and Elhakim, A.F. (2003). Field characterization of small- to high-strain behavior of clays. Soil and Rock America 2003, Vol. 1, Proceedings, 12th Pan Am Conference, Verlag Glückauf, Essen, 307-313.
-
(2003)
Soil and Rock America 2003
, vol.1
, pp. 307-313
-
-
Mayne, P.W.1
Puzrin, A.M.2
Elhakim, A.F.3
-
77
-
-
80155125512
-
Characteristics of some Japanese natural sands
-
Swets and Zeitlinger, Lisse
-
Mimura, M. (2003). Characteristics of some Japanese natural sands. Characterization and Engineering Properties of Natural Soils (2), Swets and Zeitlinger, Lisse, 1149-1168.
-
(2003)
Characterization and Engineering Properties of Natural Soils
, vol.2
, pp. 1149-1168
-
-
Mimura, M.1
-
78
-
-
0022218523
-
Undrained stability of K0-consolidated clays
-
Ohta, H., Nishihara, A., and Morita, Y. (1985). Undrained stability of K0-consolidated clays. Proc. 11th ICSMFE, Vol. 2, San Francisco, 613-616.
-
(1985)
Proc. 11Th ICSMFE, Vol. 2, San Francisco
, pp. 613-616
-
-
Ohta, H.1
Nishihara, A.2
Morita, Y.3
-
79
-
-
0001831623
-
Le piézocône. Améliorations apportées à la reconnaissance de sols
-
Parez, L. and Faureil, R. (1988). Le piézocône. Améliorations apportées à la reconnaissance de sols. Revue Française de Géotech, Vol. 44, 13-27.
-
(1988)
Revue Française De Géotech
, vol.44
, pp. 13-27
-
-
Parez, L.1
Faureil, R.2
-
80
-
-
0033212776
-
Formulation of a unified constitutive model for clays and sands. Intl
-
Pestana, J. and Whittle, A.J. (1999). Formulation of a unified constitutive model for clays and sands. Intl. J. Numerical & Analytical Methods in Geomechanics 23(12), 1215-1243.
-
(1999)
J. Numerical & Analytical Methods in Geomechanics
, vol.23
, Issue.12
, pp. 1215-1243
-
-
Pestana, J.1
Whittle, A.J.2
-
81
-
-
0025477588
-
Shear stress-strain curve generation from simple material parameters
-
Prevost, J.H. and Keane, C.M. (1990). Shear stress-strain curve generation from simple material parameters. Journal of Geotechnical Engineering 116(8), 1255-1263.
-
(1990)
Journal of Geotechnical Engineering
, vol.116
, Issue.8
, pp. 1255-1263
-
-
Prevost, J.H.1
Keane, C.M.2
-
82
-
-
0029667303
-
A logarithmic stress-strain function for rocks & soils
-
Puzrin, A.M., and Burland, J.B. (1996). A logarithmic stress-strain function for rocks & soils. Geotechnique 46(1), 157-164.
-
(1996)
Geotechnique
, vol.46
, Issue.1
, pp. 157-164
-
-
Puzrin, A.M.1
Burland, J.B.2
-
83
-
-
0018477876
-
Nonlinear soil models for irregular cyclic loadings
-
Pyke, R. (1979). Nonlinear soil models for irregular cyclic loadings. Journal of Geotech. Engrg. 105 (GT6), 715-726.
-
(1979)
Journal of Geotech. Engrg
, vol.105
, pp. 715-726
-
-
Pyke, R.1
-
86
-
-
0022926271
-
In-situ testing and its application to foundation engineering
-
Robertson, P.K. (1986). In-situ testing and its application to foundation engineering. Canadian Geot. J. 23(4), 573-594.
-
(1986)
Canadian Geot. J
, vol.23
, Issue.4
, pp. 573-594
-
-
Robertson, P.K.1
-
87
-
-
0022566620
-
Use of piezometer cone data
-
Robertson, P.K, Campanella, R.G., Gillespie, D. and Greig, J. (1986). Use of piezometer cone data. Use of In-Situ Tests in Geotechnical Engineering, GSP 6, ASCE, 1263-1280.
-
(1986)
Use of In-Situ Tests in Geotechnical Engineering, GSP 6, ASCE
, pp. 1263-1280
-
-
Robertson, P.K.1
Campanella, R.G.2
Gillespie, D.3
Greig, J.4
-
88
-
-
0027047170
-
Estimating coefficient of consolidation from piezocone tests
-
Robertson, P.K, Sully, J.P., Woeller, D.Jl, Lunne, T., Powell, J.J.M. and Gillespie, D.G. (1992). Estimating coefficient of consolidation from piezocone tests. Canadian Geotechnical Journal 39(4), 539-550.
-
(1992)
Canadian Geotechnical Journal
, vol.39
, Issue.4
, pp. 539-550
-
-
Robertson, P.K.1
Sully, J.P.2
Woeller, D.J.L.3
Lunne, T.4
Powell, J.J.M.5
Gillespie, D.G.6
-
89
-
-
0348141004
-
Application of CPT to evaluate liquefaction potential. Proceedings
-
Vol., Swedish Geot. Society
-
Robertson, P.K. and Fear, C.E. (1995). Application of CPT to evaluate liquefaction potential. Proceedings, Intl. Symposium on CPT, Vol. 3, Swedish Geot. Society, 57-79.
-
(1995)
Intl. Symposium on CPT
, vol.3
, pp. 57-79
-
-
Robertson, P.K.1
Fear, C.E.2
-
90
-
-
0036025919
-
Behavior of stiff sensitive Saint-Jean Vianney clay
-
Saihi, F., Leroueil, S., LaRochelle, P. and French, I. (2002). Behavior of stiff sensitive Saint-Jean Vianney clay. Canadian Geotechnical Journal 39(5), 1075-1087.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, Issue.5
, pp. 1075-1087
-
-
Saihi, F.1
Leroueil, S.2
Larochelle, P.3
French, I.4
-
91
-
-
0031126789
-
Cavity expansion and penetration resistance in sand
-
Salgado, R., Mitchell, J.K., and Jamiolkowski, M. (1997). Cavity expansion and penetration resistance in sand. Journal of Geotechnical & Geoenvironmental Engineering 123(4), 344-354.
-
(1997)
Journal of Geotechnical & Geoenvironmental Engineering
, vol.123
, Issue.4
, pp. 344-354
-
-
Salgado, R.1
Mitchell, J.K.2
Jamiolkowski, M.3
-
92
-
-
0000491620
-
Interpretation of piezocone tests in cohesive soils
-
ISOPT), Balkema, Rotterdam
-
Sandven, R., Senneset, K. and Janbu, N. (1988). Interpretation of piezocone tests in cohesive soils. Penetration Testing 1988, Vol. 2 (ISOPT), Balkema, Rotterdam, 939-953.
-
(1988)
Penetration Testing 1988
, vol.2
, pp. 939-953
-
-
Sandven, R.1
Senneset, K.2
Janbu, N.3
-
93
-
-
0004289213
-
-
John Wiley & Sons, New York
-
Santamarina, J.C., Klein, K.A. and Fam, M.A. (2001). Soils and Waves, John Wiley & Sons, New York, 488 p.
-
(2001)
Soils and Waves
, pp. 488
-
-
Santamarina, J.C.1
Klein, K.A.2
Fam, M.A.3
-
94
-
-
56149085704
-
Reference threshold shear strain of soil. Proceedings
-
Vol., Istanbul
-
Santos, J.A.D. and Correia, A.G. (2001). Reference threshold shear strain of soil. Proceedings, 15th ICSMGE, Vol. 1, Istanbul, 267-270.
-
(2001)
15Th ICSMGE
, vol.1
, pp. 267-270
-
-
Santos, J.A.D.1
Correia, A.G.2
-
95
-
-
0027100010
-
Measurement of properties of sand in a calibration chamber by the cone pressuremeter test
-
Schnaid, F. and Houlsby, G.T. (1992). Measurement of properties of sand in a calibration chamber by the cone pressuremeter test. Geotechnique 42(4), 587-601.
-
(1992)
Geotechnique
, vol.42
, Issue.4
, pp. 587-601
-
-
Schnaid, F.1
Houlsby, G.T.2
-
97
-
-
0024924584
-
Evaluation of soil parameters from piezocone tests
-
Senneset, K. Sandven, R., Janbu, N. (1989). Evaluation of soil parameters from piezocone tests. Transportation Research Record 1235, 24-37.
-
(1989)
Transportation Research Record
, vol.1235
, pp. 24-37
-
-
Senneset, K.1
Sandven, R.2
Janbu, N.3
-
98
-
-
0001587096
-
Modeling of strain-rate dependent deformation of clay at small strain
-
Hamburg
-
Shibuya, S., Mitachi, T., Fukuda, F. and Hosomi, A. (1997). Modeling of strain-rate dependent deformation of clay at small strain. Proc. 14 ICSMFE (1), Hamburg, 409-412.
-
(1997)
Proc. 14 ICSMFE
, vol.1
, pp. 409-412
-
-
Shibuya, S.1
Mitachi, T.2
Fukuda, F.3
Hosomi, A.4
-
99
-
-
0001970099
-
-
Balkema, Rotterdam
-
Shibuya, S., and Tamrakar, S.B. (1999). In-situ and laboratory investigations into engineering properties of Bangkok clay. Characterization of Soft Marine Clays, Balkema, Rotterdam, 107-132.
-
(1999)
In-Situ and Laboratory Investigations into Engineering Properties of Bangkok Clay. Characterization of Soft Marine Clays
, pp. 107-132
-
-
Shibuya, S.1
Tamrakar, S.B.2
-
101
-
-
0005906109
-
-
Calibration Chamber Testing, Elsevier
-
Stokoe, K.H., Lee, J.N-K., and Lee, S.H-H. (1991). Characterization of soil in calibration chambers with seismic waves. Calibration Chamber Testing, Elsevier, 363-376.
-
(1991)
Characterization of Soil in Calibration Chambers with Seismic Waves
, pp. 363-376
-
-
Stokoe, K.H.1
Lee, J.N-K.2
Lee, S.H-H.3
-
102
-
-
0029416472
-
Evaluation of insitu anisotropy from crosshole and downhole shear wave velocity measurements
-
Sully, J.P. and Campanella, R.G. (1995). Evaluation of insitu anisotropy from crosshole and downhole shear wave velocity measurements. Geotechnique 45(2), 267-282.
-
(1995)
Geotechnique
, vol.45
, Issue.2
, pp. 267-282
-
-
Sully, J.P.1
Campanella, R.G.2
-
103
-
-
20444480805
-
-
Swets & Zeitlinger, Lisse
-
Tan, T.S., Phoon, K.K., Hight, D.W. and Leroueil, S., editors (2003). Characterization and Engineering Properties of Natural Soils, Vols. 1 & 2, Swets & Zeitlinger, Lisse.
-
(2003)
Characterization and Engineering Properties of Natural Soils
, vol.1-2
-
-
Tan, T.S.1
Phoon, K.K.2
Hight, D.W.3
Leroueil, S.4
-
104
-
-
4043069209
-
Characterization of sandy soils using CPT & DMT
-
Tanaka, H. and Tanaka, M. (1998). Characterization of sandy soils using CPT & DMT. Soils & Foundations 38(3), 55-65.
-
(1998)
Soils & Foundations
, vol.38
, Issue.3
, pp. 55-65
-
-
Tanaka, H.1
Tanaka, M.2
-
105
-
-
0003213185
-
Deformation characteristics of soils and rocks from field and laboratory tests
-
Vol., (, ), Univ. of Tokyo
-
Tatsuoka, F. and Shibuya, S. (1992). Deformation characteristics of soils and rocks from field and laboratory tests. Report of the Institute of Industrial Science, Vol. 37(1), Univ. of Tokyo, 136 p.
-
(1992)
Report of the Institute of Industrial Science
, vol.37
, Issue.1
, pp. 136
-
-
Tatsuoka, F.1
Shibuya, S.2
-
106
-
-
0000258797
-
Theme lecture: Characterizing the pre-failure deformation properties of geomaterials. Proceedings
-
Hamburg
-
Tatsuoka, F., Jardine, R.J., LoPresti, D.C.F., DiBenedetto, H. and Kodaka, T. (1997). Theme lecture: Characterizing the pre-failure deformation properties of geomaterials. Proceedings, 14th ICSMGE (4), Hamburg, 2129-2164.
-
(1997)
14Th ICSMGE
, vol.4
, pp. 2129-2164
-
-
Tatsuoka, F.1
Jardine, R.J.2
Lopresti, D.C.F.3
Dibenedetto, H.4
Kodaka, T.5
-
107
-
-
0037687966
-
Modeling the stress-strain relations of sand in cyclic PS
-
Tatsuoka, F., Masuda, T., Siddiquee, M.S.A. and Koseki, J. (2003). Modeling the stress-strain relations of sand in cyclic PS. Journal Geotechnical & Geoenv. Engrg. 129(6), 450-467.
-
(2003)
Journal Geotechnical & Geoenv. Engrg.
, vol.129
, Issue.6
, pp. 450-467
-
-
Tatsuoka, F.1
Masuda Siddiquee, T.M.S.A.2
Koseki, J.3
-
108
-
-
84973494550
-
Analysis of CPT for undrained clay
-
Balkema, Rotterdam
-
Vermeer, P.A. and van den Berg, P. (1988). Analysis of CPT for undrained clay. Penetration Testing 1988, Vol. 2, Balkema, Rotterdam, 1035-1041.
-
(1988)
Penetration Testing 1988
, vol.2
, pp. 1035-1041
-
-
Vermeer, P.A.1
Van Den Berg, P.2
-
109
-
-
0026049998
-
Effect of soil plasticity on cyclic response
-
Vucetic, M. and Dobry, R. (1991). Effect of soil plasticity on cyclic response. Jour. of Geotechnical Engng 117(1), 89-107.
-
(1991)
Jour. of Geotechnical Engng
, vol.117
, Issue.1
, pp. 89-107
-
-
Vucetic, M.1
Dobry, R.2
-
110
-
-
0027437036
-
Evaluation of a constitutive model for overconsolidated clays
-
Whittle, A.J. (1993). Evaluation of a constitutive model for overconsolidated clays. Geotechnique 43(2), 289-313.
-
(1993)
Geotechnique
, vol.43
, Issue.2
, pp. 289-313
-
-
Whittle, A.J.1
-
111
-
-
0027799043
-
-
Predictive Soil Mechanics, Thomas Telford, UK
-
Whittle, A.J. and Aubeny, C.P. (1993). The effects of installation disturbance on interpretation of in-situ tests in clay. Predictive Soil Mechanics, Thomas Telford, UK, 742-767.
-
(1993)
The Effects of Installation Disturbance on Interpretation of In-Situ Tests in Clay
, pp. 742-767
-
-
Whittle, A.J.1
Aubeny, C.P.2
-
112
-
-
0028183942
-
Formulation of MIT-E3 constitutive model for overconsolidated clay
-
Whittle, A.J. and Kavvadas, M.J. (1994). Formulation of MIT-E3 constitutive model for overconsolidated clay. Journal of Geotechnical Engineering 120(1), 173-224.
-
(1994)
Journal of Geotechnical Engineering
, vol.120
, Issue.1
, pp. 173-224
-
-
Whittle, A.J.1
Kavvadas, M.J.2
-
113
-
-
0035467237
-
Prediction and interpretation of pore pressure dissipation for piezoprobe
-
Whittle, A.J., Sutabutr, T., Germaine, J.T. and Varney, A. (2001). Prediction and interpretation of pore pressure dissipation for piezoprobe. Geotechnique 51(7), 601-617.
-
(2001)
Geotechnique
, vol.51
, Issue.7
, pp. 601-617
-
-
Whittle, A.J.1
Sutabutr, T.2
Germaine, J.T.3
Varney, A.4
-
114
-
-
0018062277
-
Measurement of dynamic soil properties
-
ASCE Conference, Pasadena
-
Woods, R.D. (1978). Measurement of dynamic soil properties. Earthquake Engineering & Soil Dynamics, Vol. I, ASCE Conference, Pasadena, 91-178.
-
(1978)
Earthquake Engineering & Soil Dynamics
, vol.1
, pp. 91-178
-
-
Woods, R.D.1
-
115
-
-
0021625824
-
The interpretation of in-situ soil tests
-
Wroth, C.P. (1984). The interpretation of in-situ soil tests. Geotechnique 34(4), 449-489.
-
(1984)
Geotechnique
, vol.34
, Issue.4
, pp. 449-489
-
-
Wroth, C.P.1
-
116
-
-
0002811116
-
Soil mechanics: Property characterization & analysis procedures. Proceedings, 11th ICSMFE, Vol. 1
-
Wroth, C.P. and Houlsby, G.T. (1985). Soil mechanics: property characterization & analysis procedures. Proceedings, 11th ICSMFE, Vol. 1, San Francisco, 1-56.
-
(1985)
San Francisco
, pp. 1-56
-
-
Wroth, C.P.1
Houlsby, G.T.2
-
117
-
-
67649281431
-
-
Swets & Zeitlinger, Lisse
-
Yamashita, S., Kohata, Y., Kawaguchi, T. and Shibuya, S. (2001). International round robin test organized by TC-29. Advanced Lab Stress-Strain Testing of Geomaterials, Swets & Zeitlinger, Lisse, 65-110.
-
(2001)
International round Robin Test Organized by TC-29. Advanced Lab Stress-Strain Testing of Geomaterials
, pp. 65-110
-
-
Yamashita, S.1
Kohata, Y.2
Kawaguchi, T.3
Shibuya, S.4
-
118
-
-
0025470253
-
Simulation of downhole and crosshole seismic tests
-
Yan, L. and Byrne, P.M. (1990). Simulation of downhole and crosshole seismic tests. Canadian Geot. J. 27(4), 441-460.
-
(1990)
Canadian Geot. J
, vol.27
, Issue.4
, pp. 441-460
-
-
Yan, L.1
Byrne, P.M.2
|