-
1
-
-
0345286605
-
Successive load tests on bored piles
-
Albiero, J. H., Sacilotto, A. C., De Mantilla, J. N. R., Teixeira, C. Z., and Carvalho, D. (1995). "Successive load tests on bored piles." Proc., 10th Pan-Am. Conf. of Soil Mech. and Found. Engrg., Guadalajara, Vol. 2, 991-1002.
-
(1995)
Proc., 10th Pan-Am. Conf. of Soil Mech. and Found. Engrg., Guadalajara
, vol.2
, pp. 991-1002
-
-
Albiero, J.H.1
Sacilotto, A.C.2
De Mantilla, J.N.R.3
Teixeira, C.Z.4
Carvalho, D.5
-
2
-
-
0008507970
-
Methods of pile design based on CPT and SPT results
-
P. Robertson and P. Mayne, eds., Balkema, Rotterdam, The Netherlands
-
Bandini, P., and Salgado, R. (1998). "Methods of pile design based on CPT and SPT results." Proc., 1st Int. Conf. on Site Characterization, P. Robertson and P. Mayne, eds., Balkema, Rotterdam, The Netherlands, 967-976.
-
(1998)
Proc., 1st Int. Conf. on Site Characterization
, pp. 967-976
-
-
Bandini, P.1
Salgado, R.2
-
3
-
-
0029667953
-
Anisotropy of small strain stiffness in Ticino sand
-
Bellotti, R., Jamiolkowski, M., Lo Presti, D. C. F., and O'Neill, D. A. (1996). "Anisotropy of small strain stiffness in Ticino sand." Géotechnique, London, 46(1), 115-131.
-
(1996)
Géotechnique, London
, vol.46
, Issue.1
, pp. 115-131
-
-
Bellotti, R.1
Jamiolkowski, M.2
Lo Presti, D.C.F.3
O'Neill, D.A.4
-
4
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M. D. (1986). "The strength and dilatancy of sands." Géotechnique, London, 36(1), 65-78.
-
(1986)
Géotechnique, London
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
5
-
-
0024854037
-
Numerical simulation of excavation in elastoplastic soils
-
Borja, R. I., Lee, S. R., and Seed, R. B. (1989). "Numerical simulation of excavation in elastoplastic soils." Int. J. Numer. and Analytical Methods in Geomech., 13(3), 231-249.
-
(1989)
Int. J. Numer. and Analytical Methods in Geomech.
, vol.13
, Issue.3
, pp. 231-249
-
-
Borja, R.I.1
Lee, S.R.2
Seed, R.B.3
-
7
-
-
0021634264
-
Different behavior of bored and driven piles
-
G. Petrasovits, ed., Budapest
-
De Beer, E. (1984). "Different behavior of bored and driven piles." Proc., 6th Conf. on Soil Mech. and Found. Engrg., G. Petrasovits, ed., Budapest, 307-318.
-
(1984)
Proc., 6th Conf. on Soil Mech. and Found. Engrg.
, pp. 307-318
-
-
De Beer, E.1
-
8
-
-
0038264471
-
Different behavior of bored and driven piles
-
Van Impe, ed., Balkema, Rotterdam
-
De Beer, E. (1988). "Different behavior of bored and driven piles." Proc., Deep Found, on Bored and Auger Piles, Van Impe, ed., Balkema, Rotterdam, 47-82.
-
(1988)
Proc., Deep Found, on Bored and Auger Piles
, pp. 47-82
-
-
De Beer, E.1
-
9
-
-
0345286603
-
Updating realism on large-diameter bored piles
-
Van Impe, ed., Balkema, Rotterdam, The Netherlands
-
De Mello, V. F. B., and Aoki, N. (1993). "Updating realism on large-diameter bored piles." Proc., 2nd Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles, Van Impe, ed., Balkema, Rotterdam, The Netherlands, 35-42.
-
(1993)
Proc., 2nd Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles
, pp. 35-42
-
-
De Mello, V.F.B.1
Aoki, N.2
-
12
-
-
0000412014
-
Nonlinear analysis of stress-strain in soils
-
Duncan, J. M., and Chang, C. Y. (1970). "Nonlinear analysis of stress-strain in soils." J. of Soil Mech. and Found. Div., ASCE, 96(5), 1629-1653.
-
(1970)
J. of Soil Mech. and Found. Div., ASCE
, vol.96
, Issue.5
, pp. 1629-1653
-
-
Duncan, J.M.1
Chang, C.Y.2
-
13
-
-
0027799878
-
A fine element study of the pressuremeter test in sand using non-linear elastic plastic model
-
Fahey, M., and Carter, J. P. (1993). "A fine element study of the pressuremeter test in sand using non-linear elastic plastic model." Can. Geotech. J., Ottawa, 30(2), 348-361.
-
(1993)
Can. Geotech. J., Ottawa
, vol.30
, Issue.2
, pp. 348-361
-
-
Fahey, M.1
Carter, J.P.2
-
14
-
-
0345286600
-
Load carrying capacity of large-diameter bored piles in sand and gravel
-
Fioravante, V., Ghionna, V. N., Jamiolkowski, M., and Pedroni, S. (1995). Load carrying capacity of large-diameter bored piles in sand and gravel." Proc., 10th Asian Regional Conf. in Soil Mech. and Found. Engrg., 1-13.
-
(1995)
Proc., 10th Asian Regional Conf. in Soil Mech. and Found. Engrg.
, pp. 1-13
-
-
Fioravante, V.1
Ghionna, V.N.2
Jamiolkowski, M.3
Pedroni, S.4
-
16
-
-
0037926939
-
Design of bored piles, including negative skin friction and horizontal loading
-
Van Impe, ed., Balkema, Rotterdam, The Netherlands
-
Franke, E. (1993). "Design of bored piles, including negative skin friction and horizontal loading." Proc., 2nd Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles, Van Impe, ed., Balkema, Rotterdam, The Netherlands, 43-57.
-
(1993)
Proc., 2nd Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles
, pp. 43-57
-
-
Franke, E.1
-
17
-
-
0012251256
-
Base capacity of bored piles in sands from in-situ tests
-
Van Impe, ed., Balkema, Rotterdam, The Netherlands
-
Ghionna, V. N., Jamiolkowsi, M., Lancellotta, R. and Pedroni, S. (1993). "Base capacity of bored piles in sands from in-situ tests." Proc., 2nd Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles, Van Impe, ed., Balkema, Rotterdam, The Netherlands, 67-74.
-
(1993)
Proc., 2nd Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles
, pp. 67-74
-
-
Ghionna, V.N.1
Jamiolkowsi, M.2
Lancellotta, R.3
Pedroni, S.4
-
18
-
-
0028090854
-
The tip displacement of drilled shafts in sands
-
A. Yeung and T. Felio, Eds., Geotech. Engrg. Div., ASCE, Reston, Va.
-
Ghionna, V. N., Jamiolkowsi, M., Pedroni, S., and Salgado, R. (1994). "The tip displacement of drilled shafts in sands." Proc., Settlement '94, A. Yeung and T. Felio, eds., Vol. 2, Geotech. Engrg. Div., ASCE, Reston, Va., 1039-1057.
-
(1994)
Proc., Settlement '94
, vol.2
, pp. 1039-1057
-
-
Ghionna, V.N.1
Jamiolkowsi, M.2
Pedroni, S.3
Salgado, R.4
-
20
-
-
0038561580
-
Field demonstration: Response of instrumented piles to driving and load testing
-
ASCE, Reston, Va.
-
Goble, G. G., Kovacs, A. M., and Rausche, F. (1972). "Field demonstration: Response of instrumented piles to driving and load testing." Proc., Specialty Conf. on Perf. of Earth and Earth-Supported Struct., Vol. 3, ASCE, Reston, Va., 3-38.
-
(1972)
Proc., Specialty Conf. on Perf. of Earth and Earth-supported Struct.
, vol.3
, pp. 3-38
-
-
Goble, G.G.1
Kovacs, A.M.2
Rausche, F.3
-
21
-
-
0003051537
-
Load tests on friction piles in loose sand
-
Gregersen, O. S., Aas, G., and Dibiagio, E. (1973). "Load tests on friction piles in loose sand." Proc., 8th Int. Conf. on Soil Mech. and Found. Engrg., Vol. 2, 109-117.
-
(1973)
Proc., 8th Int. Conf. on Soil Mech. and Found. Engrg.
, vol.2
, pp. 109-117
-
-
Gregersen, O.S.1
Aas, G.2
Dibiagio, E.3
-
22
-
-
0002140761
-
Sand stiffness under various triaxial stresses
-
Hardin, B. O., and Black, W. L. (1966). "Sand stiffness under various triaxial stresses." J. Soil Mech. and Found. Div., ASCE, 92(2). 27-42.
-
(1966)
J. Soil Mech. and Found. Div., ASCE
, vol.92
, Issue.2
, pp. 27-42
-
-
Hardin, B.O.1
Black, W.L.2
-
23
-
-
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 Mech. and Found. Div., ASCE. 98(7), 667-692.
-
(1972)
J. Soil Mech. and Found. Div., ASCE
, vol.98
, Issue.7
, pp. 667-692
-
-
Hardin, B.O.1
Drnevich, V.P.2
-
24
-
-
0000899720
-
Axial compression behavior of two drilled shafts in Piedmont residual soils
-
Harris, D. E., and Mayne, P. W. (1994). "Axial compression behavior of two drilled shafts in Piedmont residual soils." Proc., Int. Conf. Des. and Constr. of Deep Found., Vol. 2, 352-367.
-
(1994)
Proc., Int. Conf. Des. and Constr. of Deep Found.
, vol.2
, pp. 352-367
-
-
Harris, D.E.1
Mayne, P.W.2
-
25
-
-
0024866104
-
Risk correction factors for bearing capacity analysis
-
H. Kulhawy, ed., ASCE, Reston, Va.
-
Harrop-Williams, K. (1989). "Risk correction factors for bearing capacity analysis." Proc., Congr. on Found. Engrs., H. Kulhawy, ed., Vol. 2, ASCE, Reston, Va., 848-856.
-
(1989)
Proc., Congr. on Found. Engrs.
, vol.2
, pp. 848-856
-
-
Harrop-Williams, K.1
-
26
-
-
0024860004
-
Interpretation of load tests on drilled shafts part 1: Axial compression
-
H. Kulhawy, ed., ASCE, Reston, Va.
-
Hirany, A., and Kulhawy, F. H. (1989). "Interpretation of load tests on drilled shafts part 1: Axial compression." Proc., Congr. on Found. Engrg., H. Kulhawy, ed., Vol. 2, ASCE, Reston, Va., 1132-1149.
-
(1989)
Proc., Congr. on Found. Engrg.
, vol.2
, pp. 1132-1149
-
-
Hirany, A.1
Kulhawy, F.H.2
-
27
-
-
0037589090
-
Relevance of in-situ test results for evaluation of allowable base resistance of bored piles in sands
-
Van Impe, ed., Balkema, Rotterdam
-
Jamiolkowski, M., and Lancellotta, R. (1988). "Relevance of in-situ test results for evaluation of allowable base resistance of bored piles in sands." Proc., 1st Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles, Van Impe, ed., Balkema, Rotterdam, 107-120.
-
(1988)
Proc., 1st Int. Geotech. Seminar on Deep Found, on Bored and Auger Piles
, pp. 107-120
-
-
Jamiolkowski, M.1
Lancellotta, R.2
-
28
-
-
0001101814
-
Hyperbolic stress-strain response: Cohesive soil
-
Kondner, R. L. (1963). "Hyperbolic stress-strain response: Cohesive soil." J. Soil Mech. and Found. Div., ASCE, 189(1), 115-143.
-
(1963)
J. Soil Mech. and Found. Div., ASCE
, vol.189
, Issue.1
, pp. 115-143
-
-
Kondner, R.L.1
-
29
-
-
0024861616
-
Static behavior of piles in cemented calcareous sands
-
ASCE, Reston, Va.
-
Lee, C. Y., Allman, M. A., and Poulos, H. G. (1989). "Static behavior of piles in cemented calcareous sands." Proc., 1989 Found. Engrg. Congr., Vol. 1, ASCE, Reston, Va., 485-499.
-
(1989)
Proc., 1989 Found. Engrg. Congr.
, vol.1
, pp. 485-499
-
-
Lee, C.Y.1
Allman, M.A.2
Poulos, H.G.3
-
30
-
-
0345718258
-
-
PhD thesis, School of Civil Engrg., Purdue University, West Lafayette, Ind.
-
Lee, J. H. (1999). "Design of foundations bearing in sand based on CPT results," PhD thesis, School of Civil Engrg., Purdue University, West Lafayette, Ind.
-
(1999)
Design of Foundations Bearing in Sand Based on CPT Results
-
-
Lee, J.H.1
-
31
-
-
0345718259
-
Analysis of calibration chamber plate load tests
-
Ottawa, December
-
Lee, J. H., and Salgado, R. (1999). "Analysis of calibration chamber plate load tests." Can. Geotech. J., Ottawa, December.
-
(1999)
Can. Geotech. J.
-
-
Lee, J.H.1
Salgado, R.2
-
32
-
-
3242826563
-
Axial load-displacement behavior of drilled shaft foundation in Piedmont residium
-
Federal Highway Administration, Washington, D.C.
-
Mayne, P. W., and Harris, D. E. (1993). "Axial load-displacement behavior of drilled shaft foundation in Piedmont residium." Tech. Rep. No. 41-30-2175, Federal Highway Administration, Washington, D.C.
-
(1993)
Tech. Rep. No. 41-30-2175
-
-
Mayne, P.W.1
Harris, D.E.2
-
33
-
-
0003474658
-
-
Pineridge, Swansea, U.K.
-
Naylor, D. J., Pande, G. N., Simpson, B., and Tabb, R. (1981). Finite elements in geotechnical engineering. Pineridge, Swansea, U.K.
-
(1981)
Finite Elements in Geotechnical Engineering
-
-
Naylor, D.J.1
Pande, G.N.2
Simpson, B.3
Tabb, R.4
-
34
-
-
0020220670
-
Developments in the analysis of static and cyclic lateral response of piles
-
Rotterdam, Balkema, The Netherlands
-
Poulos, H. G. (1989). "Developments in the analysis of static and cyclic lateral response of piles." Proc., 4th Int. Conf. on Numer. Methods in Geomechanics, Vol. 3, Rotterdam, Balkema, The Netherlands, 1117-1135.
-
(1989)
Proc., 4th Int. Conf. on Numer. Methods in Geomechanics
, vol.3
, pp. 1117-1135
-
-
Poulos, H.G.1
-
35
-
-
0004029818
-
-
Rep. No. FHWA-HI-88-42, U.S. Dept. of Transp., Federal Highway Administration, Washington, D.C.
-
Reese, L. C., and O'Neill, M. W. (1988). "Drilled shafts; construction procedures and design methods." Rep. No. FHWA-HI-88-42, U.S. Dept. of Transp., Federal Highway Administration, Washington, D.C.
-
(1988)
Drilled Shafts; Construction Procedures and Design Methods
-
-
Reese, L.C.1
O'Neill, M.W.2
-
36
-
-
0020970573
-
SPT-CPT correlation
-
Robertson, P. K., and Campanella, M. (1983). "SPT-CPT correlation." J. Geotech. Engrg., ASCE, 109(11), 1449-1459.
-
(1983)
J. Geotech. Engrg., ASCE
, vol.109
, Issue.11
, pp. 1449-1459
-
-
Robertson, P.K.1
Campanella, M.2
-
37
-
-
0004258676
-
-
PhD thesis, Dept. of Civil Engrg., University of California, Berkeley, Calif.
-
Salgado, R. (1993). "Analysis of penetration resistance in sand," PhD thesis, Dept. of Civil Engrg., University of California, Berkeley, Calif.
-
(1993)
Analysis of Penetration Resistance in Sand
-
-
Salgado, R.1
-
38
-
-
0038264472
-
Design of piles in sands based on CPT results
-
Salgado, R. (1995). "Design of piles in sands based on CPT results." Proc., 10th Pan-Am. Conf. of Soil Mech. and Found. Engrg., Guadalajara., Vol. 3, 1261-1274.
-
(1995)
Proc., 10th Pan-Am. Conf. of Soil Mech. and Found. Engrg., Guadalajara
, vol.3
, pp. 1261-1274
-
-
Salgado, R.1
-
39
-
-
0345286594
-
Stiffness and strength of silty sand
-
ASCE, accepted for publication
-
Salgado, R., Bandini, P., and Karim, A. (1999). "Stiffness and strength of silty sand." J. Geotech. and Geoenvir. Engrg., ASCE, accepted for publication.
-
(1999)
J. Geotech. and Geoenvir. Engrg.
-
-
Salgado, R.1
Bandini, P.2
Karim, A.3
-
40
-
-
0031215131
-
Lateral stress effects on CPT liquefaction resistance correlations
-
Salgado, R., Boulanger, R. W., and Mitchell, J. K. (1997a). "Lateral stress effects on CPT liquefaction resistance correlations." J. Geotech. and Geoenvir. Engrg., ASCE, 123(8), 726-735.
-
(1997)
J. Geotech. and Geoenvir. Engrg., ASCE
, vol.123
, Issue.8
, pp. 726-735
-
-
Salgado, R.1
Boulanger, R.W.2
Mitchell, J.K.3
-
41
-
-
0031126789
-
Cavity expansion and penetration resistance in sands
-
Salgado, R., Mitchell, J. K., and Jamiolkowski, M. (1997b). "Cavity expansion and penetration resistance in sands." J. Geotech. and Geoenvir. Engrg., ASCE, 123(4), 344-354.
-
(1997)
J. Geotech. and Geoenvir. Engrg., ASCE
, vol.123
, Issue.4
, pp. 344-354
-
-
Salgado, R.1
Mitchell, J.K.2
Jamiolkowski, M.3
-
42
-
-
0032170319
-
Calibration chamber size effects on penetration resistance in sand
-
Salgado, R., Mitchell, J. K., and Jamiolkowski, M. (1998). "Calibration chamber size effects on penetration resistance in sand." J. Geotech. and Geoenvir. Engrg., ASCE, 124(9), 878-888.
-
(1998)
J. Geotech. and Geoenvir. Engrg., ASCE
, vol.124
, Issue.9
, pp. 878-888
-
-
Salgado, R.1
Mitchell, J.K.2
Jamiolkowski, M.3
-
43
-
-
0030408990
-
Analysis of behavior of sand surrounding pile tips
-
Simonini, P. (1996). "Analysis of behavior of sand surrounding pile tips." J. Geotech. Engrg., ASCE, 122(11), 897-905.
-
(1996)
J. Geotech. Engrg., ASCE
, vol.122
, Issue.11
, pp. 897-905
-
-
Simonini, P.1
-
44
-
-
0027608726
-
Modelling stress-strain relations in sand
-
Tatsuoka, F., Siddiquee, M. S. A., Park, C., Sakamoto, M., and Abe, F. (1993). "Modelling stress-strain relations in sand." Soils and Found., Tokyo, 33(2), 60-81.
-
(1993)
Soils and Found., Tokyo
, vol.33
, Issue.2
, pp. 60-81
-
-
Tatsuoka, F.1
Siddiquee, M.S.A.2
Park, C.3
Sakamoto, M.4
Abe, F.5
-
45
-
-
0344423540
-
A evolução da reação de ponta de estacas escavadas submetidas a sucessivas provas de carga
-
Teixeira, C. Z., and Albiero, J. H. (1994). "A evolução da reação de ponta de estacas escavadas submetidas a sucessivas provas de carga." Proc., 10th Brazilian Conf. on Soil Mech. and Found. Engrg., Foz Do Iguacu, Vol. 1, 3-9.
-
(1994)
Proc., 10th Brazilian Conf. on Soil Mech. and Found. Engrg., Foz do Iguacu
, vol.1
, pp. 3-9
-
-
Teixeira, C.Z.1
Albiero, J.H.2
-
46
-
-
0026128944
-
Three-dimensional nonlinear study of piles
-
Trochanis, A. M., Bielak, J., and Christiano, P. (1991). "Three-dimensional nonlinear study of piles." J. Geotech. Engrg., ASCE, 117(3). 429-447.
-
(1991)
J. Geotech. Engrg., ASCE
, vol.117
, Issue.3
, pp. 429-447
-
-
Trochanis, A.M.1
Bielak, J.2
Christiano, P.3
|