Unloading failure of rocks, especially highly stressed rocks, is one of the key issues in construction of underground structures. Based on this, analytical models for rocks under quasi-static and intensive unloading conditions are established to study the ...

In this paper, a new approach for the stochastic analysis of finite element modeled underground pipeline system under earthquake excitations is proposed, where a new developed physical random earthquake model and the probability density evolution method ...

The evaluation of wave-induced seabed response has been recognised as a dominant factor in analyzing the seabed instability in the vicinity of a breakwater. Most previous investigations for wave-induced pore water pressure have been limited to two-dimensions, ...