In recent years, in reaction to the increasing usage of urban areas, the excavation of underground spaces has been developed. One of the most challenging issues
A few constitutive models for unsaturated soils have already been proposed,however,many classic models such as the Barcelona basic model can simulate neither co
Based on non-Darcian flow caused by non-Newtonian liquid,the theory of one-dimensional (1 D) consolidation was modified to consider variation in the total verti
A numerical approach is presented to study the explosion-induced pressure load on an underground rock chamber wall and its resultant damage to the rock chamber.
<正>Ph.D.,Associate ProfessorDepartment of Civil Engineering,The University of Hong Kong,HongKong,China E-mail:yueqzq@hku.hkDr.Yue has a total of eleven years u