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.
europepmc +1 more source
Research on response characteristics of loess slope and disaster mechanism caused by structural plane extension under excavation. [PDF]
Fang R +5 more
europepmc +1 more source
Composite root-soil mechanics of native vegetation in Central-Western Inner Mongolia. [PDF]
Ning ZH, Le GR, Hui LY.
europepmc +1 more source
Influence of tension cracks on moisture infiltration in loess slopes under high-intensity rainfall conditions. [PDF]
Ren X +9 more
europepmc +1 more source
Triggering mechanics and early warning for snowmelt-rainfall-induced loess landslide. [PDF]
Wulamu K +5 more
europepmc +1 more source
Research of unsaturated strength characteristics for root-soil composite under different water content conditions. [PDF]
Wang X +5 more
europepmc +1 more source
Evolutionary analysis of slope direction deformation in the Gaojiawan landslide based on time-series InSAR and Kalman filtering. [PDF]
Yao J +7 more
europepmc +1 more source
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.
europepmc +1 more source
Hydraulic property variations with depth in a loess mudstone landslide. [PDF]
Liu W, Lin G, Liu Q, Su X.
europepmc +1 more source
Field-based investigation of failure modes and thresholds of granite residual soil slopes under heavy rainfall conditions. [PDF]
Ronghua L +4 more
europepmc +1 more source

