-
1
-
-
0025919883
-
Cyclic response of calcareous soil from the North-West Shelf of Australia
-
Airey, D. W. & Fahey, M. (1991). Cyclic response of calcareous soil from the North-West Shelf of Australia. Géotechnique 41, No. 1, 101-121.
-
(1991)
Géotechnique
, vol.41
, Issue.1
, pp. 101-121
-
-
Airey, D.W.1
Fahey, M.2
-
2
-
-
0022082462
-
A state parameter for sands
-
Been, K. & Jefferies, M. G. (1985). A state parameter for sands. Géotechnique 35, No. 2, 99-112.
-
(1985)
Géotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
3
-
-
0016623432
-
A hydraulic triaxial apparatus for controlled stress path testing
-
Bishop, A. W. & Wesley, L. D. (1975). A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique 25, No. 4, 657-670.
-
(1975)
Géotechnique
, vol.25
, Issue.4
, pp. 657-670
-
-
Bishop, A.W.1
Wesley, L.D.2
-
4
-
-
0032004015
-
Behaviour of a fine grained-soil during the Loma Prieta earthquake
-
Boulanger, R. W., Meyeres, M. W., Mejia, L. H. & Idriss, I. M. (1998). Behaviour of a fine grained-soil during the Loma Prieta earthquake. Can. Geotech. J. 35, No. 1, 146-158.
-
(1998)
Can. Geotech. J
, vol.35
, Issue.1
, pp. 146-158
-
-
Boulanger, R.W.1
Meyeres, M.W.2
Mejia, L.H.3
Idriss, I.M.4
-
5
-
-
0017505383
-
Factors affecting liquefaction and cyclic mobility
-
Castro, G. & Poulos, S. J. (1977). Factors affecting liquefaction and cyclic mobility. J. Geotech. Engng. Div. ASCE, 103, No. 6, 501-516.
-
(1977)
J. Geotech. Engng. Div. ASCE
, vol.103
, Issue.6
, pp. 501-516
-
-
Castro, G.1
Poulos, S.J.2
-
7
-
-
0025626568
-
The mechanics of uncemented carbonate sands
-
Coop, M. R. (1990). The mechanics of uncemented carbonate sands. Géotechnique 40, No. 4, 607-626.
-
(1990)
Géotechnique
, vol.40
, Issue.4
, pp. 607-626
-
-
Coop, M.R.1
-
8
-
-
0007282767
-
The influence of state on the very small strain stiffness of sands
-
Coop, M. R. & Jovicic, V. (1999). The influence of state on the very small strain stiffness of sands. Proc. 2nd Int. Symp. Prefailure Deformation of Geomaterials, IS-Torino 99, Turin, 175-181.
-
(1999)
Proc. 2nd Int. Symp. Prefailure Deformation of Geomaterials, IS-Torino 99, Turin
, pp. 175-181
-
-
Coop, M.R.1
Jovicic, V.2
-
10
-
-
0031104997
-
The measurement of local axial strains in triaxial tests using LVDTs
-
Cuccovillo, T. & Coop, M. R. (1997). The measurement of local axial strains in triaxial tests using LVDTs. Géotechnique 47, No. 1, 167-171.
-
(1997)
Géotechnique
, vol.47
, Issue.1
, pp. 167-171
-
-
Cuccovillo, T.1
Coop, M.R.2
-
11
-
-
0032660171
-
-
Cuccovillo, T. & Coop, M. R. (1999). An automated triaxial apparatus for elevated pressures. In Non-destructive and automated testing for soil and rock properties (eds W. A. Marr and C. E. Fairhurst), ASTM Symposium in Print, STP 1350, pp. 231-246. West Conshohocken, PA: ASTM.
-
Cuccovillo, T. & Coop, M. R. (1999). An automated triaxial apparatus for elevated pressures. In Non-destructive and automated testing for soil and rock properties (eds W. A. Marr and C. E. Fairhurst), ASTM Symposium in Print, STP 1350, pp. 231-246. West Conshohocken, PA: ASTM.
-
-
-
-
13
-
-
20544435536
-
The response of calcareous soil in static and cyclic triaxial tests
-
eds R. J. Jewel & D. C. Andrews, Rotterdam: Balkema
-
Fahey, M. (1988). The response of calcareous soil in static and cyclic triaxial tests. In Engineering for calcareous sediments (eds R. J. Jewel & D. C. Andrews), Vol. 1, pp. 97-107. Rotterdam: Balkema.
-
(1988)
Engineering for calcareous sediments
, vol.1
, pp. 97-107
-
-
Fahey, M.1
-
14
-
-
33748540221
-
A laboratory investigation of a crushable sand
-
eds H. Di Benedetto, T. Doanh, H. Geoffroy and C. Sauéat, Lisse: Swets & Zeitlinger
-
Gasparre, A., Coop, M. R. & Cotecchia, F. (2003). A laboratory investigation of a crushable sand. In Deformation characteristics of geomaterials (eds H. Di Benedetto, T. Doanh, H. Geoffroy and C. Sauéat), Vol. 1, pp. 773-778. Lisse: Swets & Zeitlinger.
-
(2003)
Deformation characteristics of geomaterials
, vol.1
, pp. 773-778
-
-
Gasparre, A.1
Coop, M.R.2
Cotecchia, F.3
-
16
-
-
0022267649
-
Crushing of soil particles
-
Hardin, B. O. (1985). Crushing of soil particles. J. Geotech. Engng, Proc. ASCE 111, No. 10, 1177-1192.
-
(1985)
J. Geotech. Engng, Proc. ASCE
, vol.111
, Issue.10
, pp. 1177-1192
-
-
Hardin, B.O.1
-
17
-
-
0345122074
-
End bearing capacity of model piles in layered carbonate soils
-
Perth
-
Houlsby, G. T., Evans, K. M. & Sweeney, M. (1988). End bearing capacity of model piles in layered carbonate soils. Proceedings of the international conference on calcareous sediments, Perth, Vol. 1, pp. 209-214.
-
(1988)
Proceedings of the international conference on calcareous sediments
, vol.1
, pp. 209-214
-
-
Houlsby, G.T.1
Evans, K.M.2
Sweeney, M.3
-
18
-
-
0022080559
-
A pore pressure and stability model for a silty clay under repeated loading
-
Hyde, A. F. L. & Ward, S. J. (1985). A pore pressure and stability model for a silty clay under repeated loading. Géotechnique 35, No. 2, 113-125.
-
(1985)
Géotechnique
, vol.35
, Issue.2
, pp. 113-125
-
-
Hyde, A.F.L.1
Ward, S.J.2
-
19
-
-
33646702109
-
Liquefaction, cyclic mobility, and failure of silt
-
Hyde, A. F. L., Higuchi, T. & Yasuhara, K. (2006). Liquefaction, cyclic mobility, and failure of silt. J. Geotech. Geoenviron. Engng ASCE 132, No. 6, 716-735.
-
(2006)
J. Geotech. Geoenviron. Engng ASCE
, vol.132
, Issue.6
, pp. 716-735
-
-
Hyde, A.F.L.1
Higuchi, T.2
Yasuhara, K.3
-
20
-
-
0032144580
-
Liquefaction of crushable soils
-
Hyodo, M., Hyde, A. F. L. & Aramaki, N. (1998). Liquefaction of crushable soils. Géotechnique 48, No. 4, 527-543.
-
(1998)
Géotechnique
, vol.48
, Issue.4
, pp. 527-543
-
-
Hyodo, M.1
Hyde, A.F.L.2
Aramaki, N.3
-
21
-
-
2342439216
-
Undrained monotonic and cyclic shear behaviour of sand under low and high confining stresses
-
Hyodo, M., Hyde, A. F. L., Aramaki, N. & Nakata, Y. (2002). Undrained monotonic and cyclic shear behaviour of sand under low and high confining stresses. Soils Found. 42, No. 3, 63-76.
-
(2002)
Soils Found
, vol.42
, Issue.3
, pp. 63-76
-
-
Hyodo, M.1
Hyde, A.F.L.2
Aramaki, N.3
Nakata, Y.4
-
22
-
-
0021498876
-
The measurement of soil stiffness in the triaxial apparatus
-
Jardine, R. J., Symes, M. J. & Burland, J. B. (1984). The measurement of soil stiffness in the triaxial apparatus. Géotechnique 34, No. 3, 323-340.
-
(1984)
Géotechnique
, vol.34
, Issue.3
, pp. 323-340
-
-
Jardine, R.J.1
Symes, M.J.2
Burland, J.B.3
-
23
-
-
0031208893
-
Stiffness of coarse grained soils at small strains
-
Jòvicic, V. & Coop, M. R. (1997). Stiffness of coarse grained soils at small strains. Géotechnique 47, No. 3, 545-561.
-
(1997)
Géotechnique
, vol.47
, Issue.3
, pp. 545-561
-
-
Jòvicic, V.1
Coop, M.R.2
-
24
-
-
0043127437
-
Response of carbonate sediments under cyclic triaxial test conditions
-
eds R. J. Jewel and J. C. Andrews, Rotterdam: Balkema
-
Kaggwa, W. S., Poulos, H. G. & Carter, J. P (1988). Response of carbonate sediments under cyclic triaxial test conditions. In Engineering for calcareous sediments (eds R. J. Jewel and J. C. Andrews), Vol. 1, pp. 97-107. Rotterdam: Balkema.
-
(1988)
Engineering for calcareous sediments
, vol.1
, pp. 97-107
-
-
Kaggwa, W.S.1
Poulos, H.G.2
Carter, J.P.3
-
25
-
-
0026113983
-
Residual strains in calcareous sands due to irregular cyclic loading
-
Kaggwa, W. S., Booker, J. R. & Carter, J. P. (1991). Residual strains in calcareous sands due to irregular cyclic loading. J. Geotech. Engng ASCE 117, No. 2, 201-218.
-
(1991)
J. Geotech. Engng ASCE
, vol.117
, Issue.2
, pp. 201-218
-
-
Kaggwa, W.S.1
Booker, J.R.2
Carter, J.P.3
-
26
-
-
0035521782
-
An investigation of the effect of soil state on the capacity of driven piles in sands
-
Klotz, E. U. & Coop, M. R. (2001). An investigation of the effect of soil state on the capacity of driven piles in sands. Géotechnique 51, No. 9, 733-751.
-
(2001)
Géotechnique
, vol.51
, Issue.9
, pp. 733-751
-
-
Klotz, E.U.1
Coop, M.R.2
-
27
-
-
0036747647
-
On the identification of critical state lines for sands
-
Klotz, E. U. & Coop, M. R. (2002). On the identification of critical state lines for sands. ASTM Geotech. Test. J. 25, No. 3, 289-302.
-
(2002)
ASTM Geotech. Test. J
, vol.25
, Issue.3
, pp. 289-302
-
-
Klotz, E.U.1
Coop, M.R.2
-
28
-
-
0032052055
-
Undrained response of loosely compacted sands during monotonie and cyclic compression tests
-
Konrad, J. M. (1993). Undrained response of loosely compacted sands during monotonie and cyclic compression tests. Géotechnique 48, No. 2, 201-215.
-
(1993)
Géotechnique
, vol.48
, Issue.2
, pp. 201-215
-
-
Konrad, J.M.1
-
29
-
-
0016049829
-
Earthquake induced settlements in saturated sands
-
Lee, K. L. & Albaisa, A. (1974). Earthquake induced settlements in saturated sands. J. Geotech. Engng Div. ASCE100, No. 4, 387-406.
-
(1974)
J. Geotech. Engng Div. ASCE
, vol.100
, Issue.4
, pp. 387-406
-
-
Lee, K.L.1
Albaisa, A.2
-
30
-
-
0142230010
-
Behaviour of calcareous soils in undrained cyclic simple shear
-
Mao, X. & Fahey, M. (2003). Behaviour of calcareous soils in undrained cyclic simple shear. Géotechnique 53, No. 8, 715-727.
-
(2003)
Géotechnique
, vol.53
, Issue.8
, pp. 715-727
-
-
Mao, X.1
Fahey, M.2
-
31
-
-
11244278076
-
Pore pressure generation in cyclic simple shear tests on calcareous sediments
-
Rotterdam: Balkema
-
Mao, X., Fahey, M. & Randolph, M. F. (2000). Pore pressure generation in cyclic simple shear tests on calcareous sediments. In Developments in theoretical geomechanics: Proceedings of the J. R. Booker Memorial Symposium, Sydney, pp. 371-381. Rotterdam: Balkema.
-
(2000)
Developments in theoretical geomechanics: Proceedings of the J. R. Booker Memorial Symposium, Sydney
, pp. 371-381
-
-
Mao, X.1
Fahey, M.2
Randolph, M.F.3
-
32
-
-
0032179775
-
On the micro mechanics of crushable aggregates
-
McDowell, G. R. & Bolton, M. D. (1998). On the micro mechanics of crushable aggregates. Géotechnique 48, No. 5, 667-679.
-
(1998)
Géotechnique
, vol.48
, Issue.5
, pp. 667-679
-
-
McDowell, G.R.1
Bolton, M.D.2
-
35
-
-
0037140668
-
Plasticity model for sand under small and large cyclic strains: A multiaxial formulation
-
Papadimitriou, A. G. & Bouckovalas, G. D. (2002). Plasticity model for sand under small and large cyclic strains: a multiaxial formulation. Soil Dynam. Earthquake Engng 22, No. 22, 191-204.
-
(2002)
Soil Dynam. Earthquake Engng
, vol.22
, Issue.22
, pp. 191-204
-
-
Papadimitriou, A.G.1
Bouckovalas, G.D.2
-
36
-
-
0029416126
-
A compression model for cohesionless soils
-
Pestana, J. M. & Whittle, A. J. (1995). A compression model for cohesionless soils. Géotechnique 45, No. 4, 611-631.
-
(1995)
Géotechnique
, vol.45
, Issue.4
, pp. 611-631
-
-
Pestana, J.M.1
Whittle, A.J.2
-
39
-
-
0027100010
-
Measurement of the properties of sand in a calibration chamber by the cone pressuremeter test
-
Schnaid, F. & Houlsby, G. T. (1992). Measurement of the properties of sand in a calibration chamber by the cone pressuremeter test. Géotechnique 42, No. 4, 587-601.
-
(1992)
Géotechnique
, vol.42
, Issue.4
, pp. 587-601
-
-
Schnaid, F.1
Houlsby, G.T.2
-
40
-
-
0022265334
-
The liquefaction of sands, a collapse surface approach
-
Sladìn, J. A., D'Hollander, R. D. & Krahn, J. (1985). The liquefaction of sands, a collapse surface approach. Can. Geotech. J. 22, No. 4, 564-578.
-
(1985)
Can. Geotech. J
, vol.22
, Issue.4
, pp. 564-578
-
-
Sladìn, J.A.1
D'Hollander, R.D.2
Krahn, J.3
-
41
-
-
24744432318
-
Shear and liquefaction characteristics of sandy soils in triaxial tests
-
Toyota, H., Nakamura, K. & Kazama, M. (2004). Shear and liquefaction characteristics of sandy soils in triaxial tests. Soils Found. 44, No. 2, 117-126.
-
(2004)
Soils Found
, vol.44
, Issue.2
, pp. 117-126
-
-
Toyota, H.1
Nakamura, K.2
Kazama, M.3
-
42
-
-
0022735001
-
Sand sheared by stresses with cyclic variations in direction
-
Wong, R. K. S. & Arthur, J. R. F. (1986). Sand sheared by stresses with cyclic variations in direction. Géotechnique 36, No. 2, 215-226.
-
(1986)
Géotechnique
, vol.36
, Issue.2
, pp. 215-226
-
-
Wong, R.K.S.1
Arthur, J.R.F.2
-
43
-
-
0000641641
-
Laboratory investigations of the behaviour of soils under cyclic loading: A review
-
eds G. N. Pande and O. C. Zienkiewicz, pp, New York: Wiley
-
Wood, D. M. (1982). Laboratory investigations of the behaviour of soils under cyclic loading: a review. In Soil mechanics: Transient and cyclic loads (eds G. N. Pande and O. C. Zienkiewicz), pp. 513-582. New York: Wiley.
-
(1982)
Soil mechanics: Transient and cyclic loads
, pp. 513-582
-
-
Wood, D.M.1
-
44
-
-
85025055347
-
A stress-strain relationship for the shearing behaviour of a sand
-
Wroth, C. P. & Bassett, R. H. (1965). A stress-strain relationship for the shearing behaviour of a sand. Géotechnique 15, No. 1, 32-56.
-
(1965)
Géotechnique
, vol.15
, Issue.1
, pp. 32-56
-
-
Wroth, C.P.1
Bassett, R.H.2
|