Probabilistic stability analyses of undrained slopes by 3D random fields and finite element methods

A long slope consisting of spatially random soils is a common geographical feature. This paper examined the necessity of three-dimensional (3D) analysis when dealing with slope with full randomness in soil properties. Although 3D random finite element analysis can well reflect the spatial variabilit...

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Veröffentlicht in:Di xue qian yuan. 2018-11, Vol.9 (6), p.1657-1664
Hauptverfasser: Liu, Yong, Zhang, Wengang, Zhang, Lei, Zhu, Zhiren, Hu, Jun, Wei, Hong
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Sprache:eng
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