摘要
齿坎式挡墙具有稳定性好、节省用料的优点 ,但目前国内外尚无成熟的设计理论 本文采用刚体极限平衡理论对这种结构进行了分析 ,提出了这种结构的破坏模式 ,并计算出稳定安全系数 。
Retaining wall with nothed sill has the merit of good stability against sliding. But now still no practical design theories have come up. This article analyzes the structure with limit equilibrium theory to clarify the destroy mode and find out the stability modulus “K”.
出处
《苏州大学学报（自然科学版）》
CAS
2001年第2期58-61,共4页
Journal of Soochow University(Natural Science Edition)
关键词
挡墙
齿坎
抗滑稳定性
刚体极限平衡法
retaining wall
notched sill
stability against sliding
limit equilibrium theory
