4Kjellman W Consolidation of clay soil by means of atmospheric pressure[ A ]. Conerence on Soil Stabilization [ C ]. Boston : [ s. n], 1952:87-91.
5Leong E. C. et al. ,Soil Improvement by surcharge and vacuum preloading [ J ]. Geotechnique, 2000 ( 5 ) : 601 - 605.
6魏汝龙.软粘土的强度与变形[M].北京:人民交通出版社,1987..
7PENDER M J. A model for behaviour of overconsolidated soil[J]. Geotechnique, 1978, 28(1): 1-25.
8TINA W M, SILVA A J, VEYERA G E, et al. Drained creep of undisturbed cohesive marine sediments[J]. Canadian Geotechnical Journal, 1994, 31: 841 - 855.
9SILVA A J, TIAN W M, SADD M H, et al. Creep behaviour of fine-grained ocean sediments[C]//Computer Methods and advanced in Geomechanics(Proceedings of the Seventh International Conference on Computer Methods and Advances in Geomechanics), Rotterdam: BalkemaAA, 1991: 683-687.
10TAVENAS F, LEROUEIL S, ROCHELLE P L, et al. Creep behaviour of an undisturbed lightly overconsolidated clay[J]. Canadian Geoteehnieal Journal, 1978, 20(4): 645- 660.
