Numerical analysis of the effect of vegetation root reinforcement on the rainfall-induced instability of loess slopes. [PDF]
Kong K, Deng Z, Chen F, Wang Z, Chen Y.
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Landslide risk assessment combining kernel extreme learning machine and information value modeling-A case study of Jiaxian Country of loess plateau, China. [PDF]
Wang Y, Kang L, Wang J.
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Experimental study on the failure process and modes of loess spoil slope induced by rainfall and engineering disturbance. [PDF]
Xiao W, Tian W.
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Research on response characteristics of loess slope and disaster mechanism caused by structural plane extension under excavation. [PDF]
Fang R +5 more
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Influence of tension cracks on moisture infiltration in loess slopes under high-intensity rainfall conditions. [PDF]
Ren X +9 more
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Triggering mechanics and early warning for snowmelt-rainfall-induced loess landslide. [PDF]
Wulamu K +5 more
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Research of unsaturated strength characteristics for root-soil composite under different water content conditions. [PDF]
Wang X +5 more
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Influence of portal excavation of shallow-buried bias tunnel on stability of soil‒rock bedding slope: a case study of Moziping tunnel. [PDF]
Li T, Li Y, Shu J, Hu S, Liu B.
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Evolutionary analysis of slope direction deformation in the Gaojiawan landslide based on time-series InSAR and Kalman filtering. [PDF]
Yao J +7 more
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Field-based investigation of failure modes and thresholds of granite residual soil slopes under heavy rainfall conditions. [PDF]
Ronghua L +4 more
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