1 |
Al-Shamrani, M. (1998), "Application of the concept to secondary compression of Sabkha soils", Can. Geotech. J., 35(1), 15-26.
DOI
ScienceOn
|
2 |
Arulanandan, K., Shen, C.K. and Young, R.B. (1971), "Undrained creep behaviour of a coastal organic silty clay", Geotechnique, 21(4), 359-375.
DOI
|
3 |
Augustesen, A., Liingaard, M. and Lade, P.V. (2004), "Evaluation of time-dependent behavior of soils", Int. J. Geomech., 4(3), 137-156.
DOI
ScienceOn
|
4 |
Badv, K. and Sayadian, T. (2012), "An investigation into the geotechnical characteristics of Urmia peat", Iran. J. Sci. Tech.-Transact. Civil Eng., 36(C2), 167-180.
|
5 |
Bishop, A.W. and Lovenbury, H.T. (1969), "Creep characteristics of two undisturbed clays", Proceedings of 7th International Conference of Soil Mechanics and Foundation Engineering, Mexico, 1, 29-37.
|
6 |
Burland, J.B. (1990), "On the compressibility and shear strength of natural clays", Geotechnique, 40(3), 329-378.
DOI
|
7 |
Chen, X.P., Zeng, L.L., Lu, J., Qian, H. and Kuang, L.W. (2008), "Experiment study of mechanical behavior of structured clay", Chin. J. Rock Soil Mech., 29(12), 3223-3228.
|
8 |
Deng, Y.F., Cui, Y.J., Tang, A.M., Li, X.L. and Sillen, X. (2012), "An experimental study on the secondary deformation of boom clay", Appl. Clay Sci., 59-60, 19-25.
DOI
ScienceOn
|
9 |
den Haan, E.J. and Edil, T.B. (1993), "Secondary and tertiary compression of peat", Proceedings of the International Workshop on Advances in Understanding and Modelling the Mechanical Behaviour of Peat, Rotterdam, Netherlands, June.
|
10 |
Dhowian, A.W. and Edil, T.B. (1980), "Consolidation behavior of peats", Geotech. Test. J., 3(3), 105-114.
DOI
ScienceOn
|
11 |
Fodil, A., Aloulou, W. and Hicher, P.Y. (1997), "Viscoplastic behavior of soft clay", Geotechnique, 47(3), 581-591.
DOI
ScienceOn
|
12 |
Jesmani, M., Vaezi, R. and Kamalzare, M. (2012), "Correlation between ratio and index parameters of soil", Quarter. J. Eng. Geol. Hydrogeol., 45(2), 207-220.
DOI
ScienceOn
|
13 |
Mesri, G. and Godlewski, P.M. (1977), "Time and stress compressibility interrelationship", J. Geotech. Eng. Div., ASCE, 103(5), 417-430.
|
14 |
Mesri, G. (1973), "Coefficient of secondary compression", J. Soil Mech. Found. Div., ASCE, 99(1), 123-137.
|
15 |
Mesri, G. (2003), "Primary compression and secondary compression", Geotech. Spec. Pub., 119, 122-166.
|
16 |
Mesri, G. and Castro, A. (1987), "Ca/Cc concept and K0 during secondary compression", J. Geotech. Eng., ASCE , 113(3), 230-247.
DOI
ScienceOn
|
17 |
Mesri, G., Stark, T.D., Ajlouni, M.A. and Chen, C.S. (1997), "Secondary compression of peat with or without surcharging", J Geotech. Geoenviron. Eng., 123(5), 411-421.
DOI
ScienceOn
|
18 |
Mesri, G., Ajlouni, M.A., Feng, T.W. and Lo, D.O.K. (2001), "Surcharging of soft ground to reduce sencondary compression", Proceedings of 3th International Conference on Soft Soil Engineering, Hong Kong, December, pp. 55-65.
|
19 |
Miao, L., Zhang, J. and Wang, F. (2008), "Time-dependent deformation behavior of Jiangsu marine clay", Marine Georesour. Geotechnol., 26(2), 86-100.
DOI
ScienceOn
|
20 |
Qiao, J.G., Huang, Z.G. and Huang, G.Q. (2002), "The mollisol layers digital terrain model of the Pearl River delta", Chin. J. Foshan Univ. (Natural Science Edition), 20(4), 47 -52.
|
21 |
Santagata, M., Bobet, A., Johnston, C.T. and Hwang, J. (2008), "One-dimensional compression behavior of a soil with high organic matter content", J. Geotech. Geoenviron., 134(1), 1-13.
DOI
ScienceOn
|
22 |
Sheahan, T., Ladd, C. and Germaine, J. (1996), "Rate-dependent undrained shear behavior of saturated clay", J. Geotech. Eng., 122(2), 99-108.
DOI
|
23 |
Tong, F., Yin, J.H. and Pei, H.F. (2012), "Experimental study on complete consolidation behavior of Hong Kong marine deposits", Marine Georesour. Geotechnol., 30(4), 291-304.
DOI
|
24 |
Singh, A. and Mitchell, J.K. (1968), "General stress-strain-time function for soils", J. Soil Mech. Found. Div., 94(1), 21-46.
|
25 |
Tavenas, F., Leroueil, S., La Rochelle, P. and Roy, M. (1978), "Creep behaviour of an undisturbed lightly overconsolidated clay", Can. Geotech. J., 15(3), 402-423.
DOI
ScienceOn
|
26 |
Tian, W.M., Silva, A.J., Veyera, G.E. and Sadd, M.H., (1994), "Drained creep of undisturbed cohesive marine sediments", Can. Geotech. J., 31(6), 841-855.
DOI
ScienceOn
|
27 |
Zeng, L.L. and Chen, X.P. (2009), "Analysis of mechanical characteristics of soft soil under different stress paths", Chin. J. Rock Soil Mech., 30(5), 1264-1270.
|
28 |
Zhou, Q.J. and Chen, X.P. (2006), "Experimental study on creep characteristics of soft soils", Chin. J. Geotech. Eng., 28(5), 626-630.
|
29 |
Zhu, J.G. and Yin, J.H. (2001), "Drained creep behaviour of soft Hong Kong marine deposits", Geotechnique, 51(5), 471-474.
DOI
ScienceOn
|