talus slope

基本解釋

Considering adverse effect of rainfall on slope's stability, it analyses the change of safe coefficient after cohesive strength of talus slides reducing under the effect of pore water pressure.
考慮降雨對邊坡穩(wěn)定的不利影響，分析了孔隙水壓力作用下堆積體粘聚力折減后堆積體的安全系數(shù)的變化。
On the basis of this, we discussed the causes of the talus slope and deformation mechanism of the future, mainly focusing on the trigger factors which impact on the stability of the talus slope.
在此基礎(chǔ)上，對該堆積體成因及今后變形機理進行了論述，重點分析影響堆積體穩(wěn)定性的誘發(fā)因素；