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A three-dimensional large-deformation random finite-element study of landslide runout considering spatially varying soil
Authors:Chen  Xuejian  Li  Dianqing  Tang  Xiaosong  Liu  Yong
Institution:1.State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan University, Wuhan, 430072, People’s Republic of China
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Abstract:Landslides - Landslide is a uniquely dynamic large-deformation process that can present serious threat to human lives and infrastructures. The natural soil properties often exhibit inherent spatial...
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