-
1
-
-
0019691824
-
Cone resistance in dry N.C. and O.C. sands
-
Norris and Holtz, eds., ASCE, New York, N.Y.
-
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M., and Pasqualini, E. (1981). "Cone resistance in dry N.C. and O.C. sands." Cone penetration testing and experience, Proc., Geotech. Engrg. Div., Norris and Holtz, eds., ASCE, New York, N.Y., 145-177.
-
(1981)
Cone Penetration Testing and Experience, Proc., Geotech. Engrg. Div.
, pp. 145-177
-
-
Baldi, G.1
Bellotti, R.2
Ghionna, V.3
Jamiolkowski, M.4
Pasqualini, E.5
-
2
-
-
0017015756
-
Cavity expansion in sands with curved envelopes
-
ASCE
-
Baligh, M. M. (1976). "Cavity expansion in sands with curved envelopes." J. Geotech. Engrg. Div., ASCE. 102(11), 1131-1146.
-
(1976)
J. Geotech. Engrg. Div.
, vol.102
, Issue.11
, pp. 1131-1146
-
-
Baligh, M.M.1
-
3
-
-
0022128491
-
Strain path method
-
ASCE
-
Baligh, M. M. (1985). "Strain path method." J. Geotech. Engrg. Div., ASCE, 111(9), 1108-1136.
-
(1985)
J. Geotech. Engrg. Div.
, vol.111
, Issue.9
, pp. 1108-1136
-
-
Baligh, M.M.1
-
4
-
-
0022082462
-
A state parameter for sands
-
London, England
-
Been, K., and Jefferies, M. G. (1985). "A state parameter for sands." Geotechnique, London, England, 35(2), 99-112.
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
5
-
-
3843127688
-
Evalutation of sand strength from CPT
-
Bellotti, R., Ghionna, V., Jamiolkowski, M., Manassero, M., and Pasqualini, E. (1983). "Evalutation of sand strength from CPT." Proc., Symp. on Soil and Rock Investigations by In-Situ Testing, Vol. 1.
-
(1983)
Proc., Symp. on Soil and Rock Investigations by In-Situ Testing
, vol.1
-
-
Bellotti, R.1
Ghionna, V.2
Jamiolkowski, M.3
Manassero, M.4
Pasqualini, E.5
-
6
-
-
0024682971
-
Interpretation of moduli from self-boring pressuremeter tests in sand
-
London, England
-
Bellotti, R., Ghionna, V., Jamiolkowski, M., Robertson, P. K., and Peterson, R. W. (1989). "Interpretation of moduli from self-boring pressuremeter tests in sand." Geotechinique, London, England, 39(2), 269-292.
-
(1989)
Geotechinique
, vol.39
, Issue.2
, pp. 269-292
-
-
Bellotti, R.1
Ghionna, V.2
Jamiolkowski, M.3
Robertson, P.K.4
Peterson, R.W.5
-
7
-
-
85024189370
-
The strength of soils as engineering materials
-
London, England
-
Bishop, A. W. (1966). "The strength of soils as engineering materials." Geotechnique, London, England, 16, 91-128.
-
(1966)
Geotechnique
, vol.16
, pp. 91-128
-
-
Bishop, A.W.1
-
8
-
-
36149068508
-
The theory of indentation and hardness tests
-
Bishop, R. F., Hill. R., and Mott, N. F. (1945). "The theory of indentation and hardness tests." Proc., Phys. Soc., 57, 147-159.
-
(1945)
Proc., Phys. Soc.
, vol.57
, pp. 147-159
-
-
Bishop, R.F.1
Hill, R.2
Mott, N.F.3
-
9
-
-
0022674149
-
The strength and dilatancy of sands
-
London, England
-
Bolton, M. D. (1986). "The strength and dilatancy of sands." Geotechnique, London, England, (1), 65-78.
-
(1986)
Geotechnique
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
10
-
-
0008020878
-
Self-boring pressuremeter tests in Po River sand
-
ASTM, Philadelphia, Pa.
-
Bruzzi, D., Ghionna, V. N., Jamiolkowski, M., Lancellotta, R., and Manfredini, G. (1986). "Self-boring pressuremeter tests in Po River sand." Proc., 2nd Int. Symp. on Pressuremeter and Its Marine Applications; STP 950, ASTM, Philadelphia, Pa., 283-302.
-
(1986)
Proc., 2nd Int. Symp. on Pressuremeter and Its Marine Applications; STP 950
, pp. 283-302
-
-
Bruzzi, D.1
Ghionna, V.N.2
Jamiolkowski, M.3
Lancellotta, R.4
Manfredini, G.5
-
12
-
-
0026465288
-
Cavity expansion in sands under drained loading conditions
-
Collins, I. F., Pender, M. J., and Wang, Y. (1992). "Cavity expansion in sands under drained loading conditions." Int. J. Numer. Anal. Meth. Geomech., 16(1), 3-23.
-
(1992)
Int. J. Numer. Anal. Meth. Geomech.
, vol.16
, Issue.1
, pp. 3-23
-
-
Collins, I.F.1
Pender, M.J.2
Wang, Y.3
-
13
-
-
0001550511
-
Static penetration resistance of soils
-
ASCE, New York, N.Y.
-
Durgunoglu, H. T., and Mitchell, J. K. (1973). "Static penetration resistance of soils." Proc., Spec. Conf. on In-Situ Measurement of Soil Properties, ASCE, New York, N.Y., Vol. 1, 151-189.
-
(1973)
Proc., Spec. Conf. on In-Situ Measurement of Soil Properties
, vol.1
, pp. 151-189
-
-
Durgunoglu, H.T.1
Mitchell, J.K.2
-
14
-
-
0024072005
-
Critical state models in computational geomechanics
-
Gens, A., and Potts, D. M. (1988). "Critical state models in computational geomechanics." Engrg. Computations, 5(Sep.), 178-197.
-
(1988)
Engrg. Computations
, vol.5
, Issue.SEP.
, pp. 178-197
-
-
Gens, A.1
Potts, D.M.2
-
15
-
-
0024772515
-
Limit pressure of pressuremeter tests
-
Ghionna, V. N., Jamiolkowski, M., Lancellotta, R., and Manassero, M. (1989). "Limit pressure of pressuremeter tests." Proc., XII ICSMFE, Vol. 1, 223-226.
-
(1989)
Proc., XII ICSMFE
, vol.1
, pp. 223-226
-
-
Ghionna, V.N.1
Jamiolkowski, M.2
Lancellotta, R.3
Manassero, M.4
-
16
-
-
0025229595
-
Limit pressure in expansion of cylindrical cavity in sand
-
Thomas Telford, London, England
-
Ghionna, V. N., Jamiolkowski, M., and Manassero, M. (1990). "Limit pressure in expansion of cylindrical cavity in sand." Proc., 3rd Int. Symp. on Pressuremeters, Thomas Telford, London, England, 149-158.
-
(1990)
Proc., 3rd Int. Symp. on Pressuremeters
, pp. 149-158
-
-
Ghionna, V.N.1
Jamiolkowski, M.2
Manassero, M.3
-
17
-
-
0012257602
-
Cone pressuremeter tests in Po river sand
-
Ghionna, V. N., Jamiolkowski, M., Pedroni, S., and Piccoli, S. (1995). "Cone pressuremeter tests in Po river sand." Proc., 4th Int. Symp. on Pressuremeters, 471-480.
-
(1995)
Proc., 4th Int. Symp. on Pressuremeters
, pp. 471-480
-
-
Ghionna, V.N.1
Jamiolkowski, M.2
Pedroni, S.3
Piccoli, S.4
-
18
-
-
0024187676
-
Analysis of the cone pressuremeter tests in clay
-
London, England
-
Houlsby, G. T., and Withers, N. J. (1988). "Analysis of the cone pressuremeter tests in clay." Geotechnique, London, England, 38, 575-587.
-
(1988)
Geotechnique
, vol.38
, pp. 575-587
-
-
Houlsby, G.T.1
Withers, N.J.2
-
19
-
-
0022267658
-
Full-displacement pressuremeter testing in sands
-
Ottawa, Canada
-
Hughes, J. M. O., and Robertson, P. K. (1985). "Full-displacement pressuremeter testing in sands." Can. Geotech. J., Ottawa, Canada, 22, 298-307.
-
(1985)
Can. Geotech. J.
, vol.22
, pp. 298-307
-
-
Hughes, J.M.O.1
Robertson, P.K.2
-
20
-
-
0017730692
-
Pressuremeter tests in sands
-
London, England
-
Hughes, J. M. O., Wroth, C. P., and Windle, D. (1977). "Pressuremeter tests in sands." Geotechnique, London, England, 27(4), 455-477.
-
(1977)
Geotechnique
, vol.27
, Issue.4
, pp. 455-477
-
-
Hughes, J.M.O.1
Wroth, C.P.2
Windle, D.3
-
21
-
-
0000051135
-
New correlations of penetration tests for design practices
-
ISOPT-1
-
Jamiolkowski, M., Ghionna, V., Lancellotta, R., and Pasqualini, E. (1988). "New correlations of penetration tests for design practices." Penetration Testing, ISOPT-1, Vol. 1, 263-294.
-
(1988)
Penetration Testing
, vol.1
, pp. 263-294
-
-
Jamiolkowski, M.1
Ghionna, V.2
Lancellotta, R.3
Pasqualini, E.4
-
22
-
-
18144370266
-
Bearing capacity of strip footings in frozen soils
-
Ottawa, Canada
-
Ladanyi, B. (1975). "Bearing capacity of strip footings in frozen soils.", Can. Geotech. J., Ottawa, Canada, 12, 393-407.
-
(1975)
Can. Geotech. J.
, vol.12
, pp. 393-407
-
-
Ladanyi, B.1
-
23
-
-
0000027404
-
Behavior of circular footings and plate anchors embedded in permafrost
-
Ottawa, Canada
-
Ladanyi, B., and Johnston, G. H. (1974). "Behavior of circular footings and plate anchors embedded in permafrost." Can. Geotech. J., Ottawa, Canada, 11, 531-553.
-
(1974)
Can. Geotech. J.
, vol.11
, pp. 531-553
-
-
Ladanyi, B.1
Johnston, G.H.2
-
24
-
-
0024683260
-
Stress-strain relationship from drained self-boring pressuremeter tests in sands
-
London, England
-
Manassero, M. (1989). "Stress-strain relationship from drained self-boring pressuremeter tests in sands." Geotechnique, London, England, 39, 293-307.
-
(1989)
Geotechnique
, vol.39
, pp. 293-307
-
-
Manassero, M.1
-
25
-
-
0016929665
-
On significance of the spatial mobilized plane
-
Matsuoka, H. (1976). "On significance of the spatial mobilized plane." Soils and Found., 16(1), 91-100.
-
(1976)
Soils and Found.
, vol.16
, Issue.1
, pp. 91-100
-
-
Matsuoka, H.1
-
26
-
-
0000915430
-
Assessment of liquefaction potential by cone penetration resistance
-
Mitchell, J. K., and Tseng, D. J. (1990). "Assessment of liquefaction potential by cone penetration resistance." Proc., H. B. Seed Memorial Symp., Vol. 2, 335-350.
-
(1990)
Proc., H. B. Seed Memorial Symp.
, vol.2
, pp. 335-350
-
-
Mitchell, J.K.1
Tseng, D.J.2
-
27
-
-
0004164132
-
-
Prentice-Hall, Inc., Englewood Cliffs, N.J.
-
Richard, Jr., F. E., Hall, J. R., and Woods, R. D. (1970). Vibrations of soils and foundations. Prentice-Hall, Inc., Englewood Cliffs, N.J.
-
(1970)
Vibrations of Soils and Foundations
-
-
Richard Jr., F.E.1
Hall, J.R.2
Woods, R.D.3
-
29
-
-
0020970495
-
Interpretation of cone penetration tests. I: Sand
-
Ottawa, Canada
-
Robertson, P. K., and Campanella R. G. (1983). "Interpretation of cone penetration tests. I: Sand. Can. Geotech. J., Ottawa, Canada, 20(4), 718-733.
-
(1983)
Can. Geotech. J.
, vol.20
, Issue.4
, pp. 718-733
-
-
Robertson, P.K.1
Campanella, R.G.2
-
30
-
-
0022927463
-
Determination of properties of sand from self-boring pressuremeter tests
-
ASTM, Philadelphia Pa.
-
Robertson, P. K., and Hughes, J. M. (1986). "Determination of properties of sand from self-boring pressuremeter tests." Proc., Symp. on Pressuremeter and Its Marine Applications; STP950, ASTM, Philadelphia Pa., 283-302.
-
(1986)
Proc., Symp. on Pressuremeter and Its Marine Applications; STP950
, pp. 283-302
-
-
Robertson, P.K.1
Hughes, J.M.2
-
31
-
-
0000738064
-
The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
-
London England
-
Rowe, P. W. (1962). "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact." Proc., Royal Soc., London England, 267, 500-527.
-
(1962)
Proc., Royal Soc.
, vol.267
, pp. 500-527
-
-
Rowe, P.W.1
-
32
-
-
0004258676
-
-
PhD thesis, Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.
-
Salgado, R. (1993). "Analysis of penetration resistance in sands," PhD thesis, Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.
-
(1993)
Analysis of Penetration Resistance in Sands
-
-
Salgado, R.1
-
34
-
-
84889523586
-
Relating cone and pressuremeter tests to assess properties and stresses in sand
-
Schnaid, F. (1994). "Relating cone and pressuremeter tests to assess properties and stresses in sand." Proc., XIU ICSMFE.
-
(1994)
Proc., XIU ICSMFE
-
-
Schnaid, F.1
-
35
-
-
0026358328
-
An assessment of chamber size effects in the calibration of in-situ tests in sand
-
London, England
-
Schnaid, F., and Houlsby, G. T. (1991). "An assessment of chamber size effects in the calibration of in-situ tests in sand." Geotechnique, London, England, 41(3), 437-445.
-
(1991)
Geotechnique
, vol.41
, Issue.3
, pp. 437-445
-
-
Schnaid, F.1
Houlsby, G.T.2
-
36
-
-
0027100010
-
Measurement of the properties of sand by the cone-pressuremeter tests
-
London, England
-
Schnaid, F., and Houlsby, G. T. (1992). "Measurement of the properties of sand by the cone-pressuremeter tests." Geotechnique, London, England, 42(4), 587-601.
-
(1992)
Geotechnique
, vol.42
, Issue.4
, pp. 587-601
-
-
Schnaid, F.1
Houlsby, G.T.2
-
37
-
-
0022265334
-
The liquefaction of sands, a collapse surface approach
-
Ottawa, Canada
-
Sladen, J. A., D'Hollander, R. D. D., and Krahn, J. (1985). "The liquefaction of sands, a collapse surface approach." Can. Geotech. J., Ottawa, Canada, 22(4), 564-578.
-
(1985)
Can. Geotech. J.
, vol.22
, Issue.4
, pp. 564-578
-
-
Sladen, J.A.1
D'Hollander, R.D.D.2
Krahn, J.3
-
39
-
-
0015316520
-
Expansion of cavities in infinite soil mass
-
ASCE
-
Vesic, A. S. (1972). "Expansion of cavities in infinite soil mass." J. Geotech. Engrg., ASCE, 98(3), 265-290.
-
(1972)
J. Geotech. Engrg.
, vol.98
, Issue.3
, pp. 265-290
-
-
Vesic, A.S.1
-
40
-
-
0017634564
-
Design of pile foundations
-
Transp. Res. Board, Nat. Res. Council, Washington, D.C.
-
Vesic, A. S. (1977). "Design of pile foundations." National Cooperative Highway Research Program, Synthesis of Highway Practice 42, Transp. Res. Board, Nat. Res. Council, Washington, D.C.
-
(1977)
National Cooperative Highway Research Program, Synthesis of Highway Practice 42
-
-
Vesic, A.S.1
-
42
-
-
0022927475
-
The development of a full displacement pressuremeter
-
Withers, N. J., Schaap, L. H., and Dalton, C. P. (1986). "The development of a full displacement pressuremeter." Proc., 2nd Symp. on Pressuremeter and Its Marine Applications, 38-56.
-
(1986)
Proc., 2nd Symp. on Pressuremeter and Its Marine Applications
, pp. 38-56
-
-
Withers, N.J.1
Schaap, L.H.2
Dalton, C.P.3
-
43
-
-
0024738669
-
Performance and analysis of cone pressuremeter tests in sands
-
London, England
-
Withers, N. J., Howie, J., Hughes, J. M. O., and Robertson, P. K. (1989). "Performance and analysis of cone pressuremeter tests in sands." Geotechnique, London, England, 39(3), 433-454.
-
(1989)
Geotechnique
, vol.39
, Issue.3
, pp. 433-454
-
-
Withers, N.J.1
Howie, J.2
Hughes, J.M.O.3
Robertson, P.K.4
-
44
-
-
0021625824
-
The interpretation of in-situ soil tests
-
London, England
-
Wroth, C. P. (1984). "The interpretation of in-situ soil tests." Geotechnique, London, England, 34, 449-489.
-
(1984)
Geotechnique
, vol.34
, pp. 449-489
-
-
Wroth, C.P.1
-
45
-
-
85025055347
-
A stress-strain relationship for the shearing behavior of a sand
-
London, England
-
Wroth, C. P., and Bassett, N. (1965). "A stress-strain relationship for the shearing behavior of a sand." Geotechnique, London, England, 15(1), 32-56.
-
(1965)
Geotechnique
, vol.15
, Issue.1
, pp. 32-56
-
-
Wroth, C.P.1
Bassett, N.2
-
47
-
-
0028667282
-
State parameter from self-boring pressuremeter tests in sand
-
ASCE
-
Yu, H. S. (1994). "State parameter from self-boring pressuremeter tests in sand." J. Geotech. Engrg., ASCE, 120(12), 2118-2135.
-
(1994)
J. Geotech. Engrg.
, vol.120
, Issue.12
, pp. 2118-2135
-
-
Yu, H.S.1
-
48
-
-
0029668967
-
Interpretation of pressuremeter unloading tests in sands
-
London, England
-
Yu, H. S. (1996). "Interpretation of pressuremeter unloading tests in sands." Geotechnique, London, England, 46(1), 17-31.
-
(1996)
Geotechnique
, vol.46
, Issue.1
, pp. 17-31
-
-
Yu, H.S.1
-
49
-
-
0025920579
-
Finite cavity expansion in dilatant soil: Loading analysis
-
London, England
-
Yu, H. S., and Houlsby, G. T. (1991). "Finite cavity expansion in dilatant soil: loading analysis." Geotechnique, London, England, 41, 173-183.
-
(1991)
Geotechnique
, vol.41
, pp. 173-183
-
-
Yu, H.S.1
Houlsby, G.T.2
-
50
-
-
84986808108
-
On modelling the unloading-reloading behaviour of soils
-
Zytynski, M., Randolph, M. F., Nova, R., and Wroth, C. P. (1978). "On modelling the unloading-reloading behaviour of soils." Int. J. Numer. Anal. Methods Geomech., 2, 87-93.
-
(1978)
Int. J. Numer. Anal. Methods Geomech.
, vol.2
, pp. 87-93
-
-
Zytynski, M.1
Randolph, M.F.2
Nova, R.3
Wroth, C.P.4
|