1 |
Abbasi, N., Rahimi, H., Javadi, A.A. and Fakher, A. (2007), "Finite difference approach for consolidation with variable compressibility and permeability", Comput. Geotech., 34(1), 41-52.
DOI
ScienceOn
|
2 |
Alonso, E.E. and Krizek, R.J. (1974), "Randomness of settlement rate under stochastic load, J. Eng. Mech. Div. -ASCE, 100(6), 1211-1226.
|
3 |
Baligh, M.M. and Levadoux, J.N. (1978), "Consolidation theory of cyclic loading", J. Geotech. Geoenviron. Eng. - ASCE, 104(4), 415-431.
|
4 |
Battaglio, M., Bonzani, I. and Campolo, D. (2005), "Nonlinear consolidation models of clay with time dependant drainage", Math. Comput. Modell., 42(5-6), 613-620.
DOI
ScienceOn
|
5 |
Battaglioa, M., Bellomob, N., Bonzani, I. and Lancellottaa, R. (2003), "Non-linear consolidation models of clay which change type", Int. J. Non Linear Mech., 38(4), 493-500.
DOI
ScienceOn
|
6 |
Cai, Y.-Q., Geng, X.-Y. and Xu, C.-J. (2007), "Solution of one-dimensional finite-strain consolidation of soil with variable compressibility under cyclic loadings", Comput. Geotech., 34(1), 31-40.
DOI
ScienceOn
|
7 |
Carrier, W.D. (2003), "Goodbye, Hazen; Hello, Kozeny-Carman", J. Geotech. Geoenviron. Eng. - ASCE, 129(11), 1054-1056.
DOI
ScienceOn
|
8 |
Conte, E. and Troncone, A. (2006), "One-dimensional consolidation under general time-dependent loading", Can. Geotech. J., 43(11), 1107-1116.
DOI
ScienceOn
|
9 |
Conte, E. and Troncone, A. (2007), "Nonlinear consolidation of thin layers subjected to time-dependent loading", Can. Geotech. J., 44(6), 717-725.
DOI
ScienceOn
|
10 |
Davis, E.H. and Raymond, G.P. (1965), "A non-linear theory of consolidation", Geotechnique, 15(2), 161-173.
DOI
|
11 |
Favaretti, M. and Mazzucato, A. (1994), "Settlements of a silo subjected to cyclic loading", Proceedings of settlement ASCE, Reston.
|
12 |
Fox, P.J., Nicola, M.D. and Quigley, D.W. (2003), "Piecewise-Linear Model for Large Strain Radial Consolidation", J. Geotech. Geoenviron. Eng. - ASCE, 129(10), 940-950.
DOI
ScienceOn
|
13 |
Lekha, K.R., Krishnaswamy, N.R. and Basak, P. (2003), "Consolidation of clays for variable permeability and compressibility", J. Geotech. Geoenviron. Eng. - ASCE, 129(11), 1001-1009.
DOI
ScienceOn
|
14 |
Mesri, Gh. and Rokhsar, A. (1974), "Theory of consolidation for clays", J. Geotech. Eng. - ASCE, 100, 889-904.
|
15 |
Ouria, A. and Toufigh, M.M. (2010), "Prediction of Land Subsidence Under Cyclic Pumping Based on Laboratory and Numerical Simulations", J. Geotech. Geolog. Eng., 28(2), 165-175.
DOI
ScienceOn
|
16 |
Rahal, M.A. and Vuez, A.R. (1998), "Analysis of settlement and pore pressure induced by cyclic loading of silo", J. Geotech. Geoenviron. Eng. - ASCE, 124(12), 1208-1210.
DOI
|
17 |
Schiffman, R.L. (1958), "Consolidation of soil under time-dependent loading and varying permeability", Proceeding of Highway Research Board, Washington, 37, 584-617.
|
18 |
Terzaghi, K., Peck, R.B. and Mesri, Gh. (1996), Soil mechanics in engineering practice, 3rd Ed., John Wiley, New York, NY.
|
19 |
Toufigh, M.M. and Ouria, A. (2009), "Consolidation of inelastic clays under rectangular cyclic loading", Soil Dyn. Earthquake Eng., 29(2), 356-363.
DOI
ScienceOn
|
20 |
Xie, K., Tian, Qi. and Dong, Y. (2006), "Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading", J. Zh. Univ. Sci., 7(8), 1358-1364.
DOI
|
21 |
Yildirim, H. and Ersan, H. (2007), "Settlements under consecutive series of cyclic loading", Soil Dyn. Earthquake Eng., 27(6), 577-585.
DOI
ScienceOn
|
22 |
Xie, K., Wen, J. and Xia, J. (2005), "Solution to 1-D consolidation of non-homogeneous soft clay", J. Zh. Univ. Sci., 6(1), Suppl. I, 29-34.
DOI
|
23 |
Yazdani, H. (2008), "Consolidation differential equation solution under cyclic loading", M.Sc. Thesis, Kerman University, Iran.
|
24 |
Yazdani, H., Toufigh, M.M. and Mas'oodzade A. (2010), "Nonlinear analysis of land subsidence due to groundwater level oscillation by a finite difference method", Proceeding of 8th International Symposium on Land Subsidence, EISOLS, Queretaro, Mexico.
|
25 |
Zhu, G. and Yin, J.H. (1999), "Consolidation of double soil layers under depth-dependent ramp load", Geotechnique, 49, 415-421.
DOI
ScienceOn
|
26 |
Zhuang, Y., Xie, K. and Li, X. (2005), "Nonlinear analysis of consolidation with variable compressibility and permeability", J. Zh. Univ. Sci., 6(3), 181-187.
|