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Proceedings of the 2015 International Conference on Structural, Mechanical and Material Engineering
The existence of fissures is an important factor in expansive soil slope landslide under rainfall conditions. In order to explore the changes characteristic of expansive soil slope seepage field and its stability under rainfall conditions, considering the fissures, the finite element numerical simulation of saturated unsaturated seepage in expansive soil slope under rainfall is carried out, obtaining the time and space distribution of pore water pressure and transient saturation area. Thendoi:10.2991/icsmme-15.2015.24 fatcat:dw3kwltxj5em5d2go6xwmciy7e