摘要
介绍"m"法的基本原理和影响抗滑桩内力的主要因素,在假设土受力影响范围一致的条件下,对圆形和方形两种截面形状的抗滑桩内力进行了计算,表明方形截面桩比圆形截面桩偏于安全。
By comparison of analysis upon M method,this paper proves that square cross-sectional shape anti-slide pile is better than circular crosssectional shape in improving stability of landslide.
关键词
抗滑桩
“m”法
内力计算
friction pile
M method
internal force calculation
