黏土中地下连续墙支护结构的稳定性分析

楼恺俊,俞峰,夏唐代,马健

Stability analysis of diaphragm wall retained structure in clay

Kai-jun LOU,Feng YU,Tang-dai XIA,Jian MA

表 5 杭州典型黏土地区地下连续墙支护结构的敏感性重建议指标

Tab.5 Suggested sensitivity weight indices of diaphragm wall retained structure in typical clay area Hangzhou

模式 敏感性权重 H h3 d 抗隆起 0.910 0.090 – 抗倾覆 0.500 0.500 – 支护结构侧移 – 0.875 0.125