-
1
-
-
64849108717
-
Bearing behavior of strip foundations on undrained two-layered subsoil subjected to eccentrical loading
-
Dalian: Dalian University of Technology Press.
-
YUAN Fan-fan, ZHAN Yun-gang, LUAN Mao-tian. Bearing behavior of strip foundations on undrained two-layered subsoil subjected to eccentrical loading[M]// Recent Development of Geotechnical and Geo-environmental Engineering in Asia. Dalian: Dalian University of Technology Press. 2006.
-
(2006)
Recent Development of Geotechnical and Geo-environmental Engineering in Asia
-
-
Yuan, F.-F.1
Zhan, Y.-G.2
Luan, M.-T.3
-
3
-
-
0036486719
-
Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads
-
TAIEBAT H A, CARTER J P. Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads[J]. Géotechnique, 2002, 52(1): 61-64.
-
(2002)
Géotechnique
, vol.52
, Issue.1
, pp. 61-64
-
-
Taiebat, H.A.1
Carter, J.P.2
-
4
-
-
61849153954
-
Two and three-dimensional bearing-capacity solutions for footings on two-layered clays
-
MERIFIELD R S, NGUYEN V Q. Two and three-dimensional bearing-capacity solutions for footings on two-layered clays[J]. Journal of Geomechanics and Geoengineering, 2006, 1(2): 151-162.
-
(2006)
Journal of Geomechanics and Geoengineering
, vol.1
, Issue.2
, pp. 151-162
-
-
Merifield, R.S.1
Nguyen, V.Q.2
-
6
-
-
0032180688
-
Combined loading of skirted foundations
-
BRANSBY M F, RANDOLPH M F. Combined loading of skirted foundations[J]. Géotechnique, 1998, 48(5): 637-655.
-
(1998)
Géotechnique
, vol.48
, Issue.5
, pp. 637-655
-
-
Bransby, M.F.1
Randolph, M.F.2
-
7
-
-
0032032813
-
Undrained limit analysis for combined loading of strip footings on clay
-
UKRITCHON B, WHITTLE A J, SLOAN S W. Undrained limit analysis for combined loading of strip footings on clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1999, 124(3): 265-276.
-
(1999)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.124
, Issue.3
, pp. 265-276
-
-
Ukritchon, B.1
Whittle, A.J.2
Sloan, S.W.3
-
8
-
-
0000525660
-
Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I. purely cohesive soils
-
SALENCON J, PECKER A. Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I. purely cohesive soils[J]. European Journal of Mechanics and Applied Solids, 1995, 14: 349-375.
-
(1995)
European Journal of Mechanics and Applied Solids
, vol.14
, pp. 349-375
-
-
Salencon, J.1
Pecker, A.2
-
9
-
-
0034254113
-
Numerical studies of the bearing capacity of shallow footings of cohesive soil subjected to combined loading
-
TAIEBAT H A, CARTER J P. Numerical studies of the bearing capacity of shallow footings of cohesive soil subjected to combined loading[J]. Géotechnique, 2000, 50(4): 409-418.
-
(2000)
Géotechnique
, vol.50
, Issue.4
, pp. 409-418
-
-
Taiebat, H.A.1
Carter, J.P.2
-
10
-
-
0041822184
-
Effect of strength non-homogeneity on the shape of failure envelopes combined loading of strip and circular foundations on clay
-
GOURVENEC S, RANDOLPH M. Effect of strength non-homogeneity on the shape of failure envelopes combined loading of strip and circular foundations on clay[J]. Géotechnique, 2003, 53(6): 575-586.
-
(2003)
Géotechnique
, vol.53
, Issue.6
, pp. 575-586
-
-
Gourvenec, S.1
Randolph, M.2
-
11
-
-
48049088096
-
Study on failure mechanism and bearing capacity of three-dimensional rectangular footing subjected to combined loading
-
ZHANG Qi-yi, LUAN Mao-tian, WANG Zhong-tao. Study on failure mechanism and bearing capacity of three-dimensional rectangular footing subjected to combined loading[J]. China Ocean Engineering, 2008, 22(2): 313-330.
-
(2008)
China Ocean Engineering
, vol.22
, Issue.2
, pp. 313-330
-
-
Zhang, Q.-Y.1
Luan, M.-T.2
Wang, Z.-T.3
-
12
-
-
0031465766
-
Standardized sign conventions and notation for generally loaded foundations
-
BUTTERFIELD R, HOULSBY G T, GOTTARDI G. Standardized sign conventions and notation for generally loaded foundations[J]. Géotechnique, 1997, 47(5): 1051-1054.
-
(1997)
Géotechnique
, vol.47
, Issue.5
, pp. 1051-1054
-
-
Butterfield, R.1
Houlsby, G.T.2
Gottardi, G.3
-
13
-
-
0003771432
-
Centrifuge and theoretical modelling of conical footings on sand
-
London: Cambridge University
-
TAN F S. Centrifuge and theoretical modelling of conical footings on sand[D]. London: Cambridge University, 1990.
-
(1990)
-
-
Tan, F.S.1
-
14
-
-
84876437668
-
-
Building Research Congress, eds. Selected Papers on Soil Mechanics, London: Thomas Telford Limited
-
SKEMPTON A W. The bearing capacity of clay[M]// Building Research Congress, eds. Selected Papers on Soil Mechanics, London: Thomas Telford Limited, 1984.
-
(1984)
The Bearing Capacity of Clay
-
-
Skempton, A.W.1
-
15
-
-
0000153364
-
The plastic yielding of metal junctions due to combined shear and pressure
-
GREEN A P. The plastic yielding of metal junctions due to combined shear and pressure[J]. Journal of the Mechanics and Physics of Solids, 1954, 2: 197-211.
-
(1954)
Journal of the Mechanics and Physics of Solids
, vol.2
, pp. 197-211
-
-
Green, A.P.1
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