Abstract: Taking a deep basal pit in Wuhan as a case history,this article adopts the numerical simulation method (Finite Element method)to study the variation of pit excavation depth、anchor prestress、pile width and embeded depth of pile and their relation
Abstract: Taking a deep basal pit in Wuhan as a case history,this article adopts the numerical simulation method (Finite Element method)to study the variation of pit excavation depth、anchor prestress、pile width and embeded depth of pile and their relation
文摘:以武汉某深基坑为例，采用有限单元数值模拟方法，研究基坑开挖深度、锚杆预应力、桩体厚度、桩体嵌入深度的变化与其锚式连锁灌注排桩支护结构水平变形位移的关系。