摘要
考虑压顶梁对围护结构的约束作用和土压力的空间效应 ,对现有弹性地基梁法进行改进 ,结合工程实例 ,分析了压顶梁约束下围护结构内力及变形的规律 。
Considering the top\|beam effects on retaining structures of excavation, this paper presents a method of calculating the displacement and force of structures and demonstrates it by a case study. \;
出处
《浙江科技学院学报》
CAS
2000年第B10期34-38,共5页
Journal of Zhejiang University of Science and Technology
