共 50 条
- [1] Finite element method analysis of bottom upheaval of deep foundation pits in soft-clay ground due to excavation Cao, L.-Q. (caoliqiao52025@163.com.cn), 1600, Chinese Society of Civil Engineering (35):
- [3] A rheological model to describe the time-dependent behavior of Vallericca clay PRE-FAILURE DEFORMATION CHARACTERISTICS OF GEOMATERIALS, VOL 1, 1999, : 633 - 638
- [4] Experiment study on rheological model of soft clay Open Civil Engineering Journal, 2014, 8 (01): : 344 - 350
- [5] Analysis of ground improvement of a highway in the soft clay ground Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2011, 33 (SUPPL. 1): : 220 - 222
- [6] Dredger fill soft-clay analysis with large strain consolidation stochastic Finite Element Method Computer Methods and Recent Advances in Geomechanics, 2015, : 1445 - 1449
- [8] Time-dependent ground movements induced by shield tunneling in soft clay: a parametric study Acta Geotechnica, 2016, 11 : 1385 - 1399