摘要
武汉市某建筑基坑边坡支护失败。本文利用其详细的工程地质勘察资料，从场地土的力学性质及变形特征等方面浅析其基坑失稳原因是由于基坑边坡支护设计方案失误。
Abstract The slope bracing and protecting of a certain foundation pit in Wuhan city failed of success. Based on detail data of the engineering geological exploration, this paper analyses the mechanical properties and deformation characteristics of the site soil and concludes that the designing fault of the slope bracing and protecting caused the instability of the foundation pit.
出处
《湖北地质》
1996年第2期113-117,102,共6页
