Initiation and failure mechanism of base instability of excavations in clay triggered by hydraulic uplift

Three-dimensional deformation behaviour of a multi-propped excavation at a “greenfield” site at Shanghai soft clay

(2015) Y. Hong et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Bayesian Model Comparison and Characterization of Undrained Shear Strength

(2014) Zijun Cao et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift

(2013) Y. Hong et al.   CANADIAN GEOTECHNICAL JOURNAL

Ground deformations and soil–structure interaction of a multi-propped excavation in Shanghai soft clays

(2012) C.W.W. NG et al.   GEOTECHNIQUE

Deformation characteristics of a 38 m deep excavation in soft clay

(2011) Guo B. Liu et al.   CANADIAN GEOTECHNICAL JOURNAL

Modeling Strain-Rate Dependent Behavior of KR0-Consolidated Soft Clays

(2011) Li-Zhong Wang et al.   JOURNAL OF ENGINEERING MECHANICS

Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables

(2010) Dianqing Li et al.   COMPUTERS AND GEOTECHNICS

Undrained Shear Strength of K0 Consolidated Soft Soils

(2008) Li-Zhong Wang et al.   International Journal of Geomechanics