The database comprises the outputs from 1000 finite element axisymmetric analyses of the excavation of a shaft in London Clay. The following geometric inputs were varied using the Latin Hypercube samp
Recently, the application of the strength reduction method (SRM) to stability analysis of tunnel portals has become a trend. The key to employing the SRM lies in selecting an appropriate failure crite
This paper concentrates on analyzing toppling response of layered reverse-dip slope under the action of geometric feature factors of slope angle, strata thickness and strata dip, so as to establish to
