摘要
探讨在埋置较深的情况下建筑地基承载力特征值的深度修正方法。工程实例分析表明当基础施工采用大开挖方式和独立或条形基础时,基础埋深可取基础开挖深度的三分之一。
We explore the correction method for the deep foundations. The analysis of project cases shows that the foundation depth can be set at 1/3 of the excavation depth when foundation pit excavation is in full swing and the foundation is independent or strip-shaped.
出处
《地质灾害与环境保护》
2015年第1期87-89,共3页
Journal of Geological Hazards and Environment Preservation
关键词
人工填土
地基承载力
特征值
基础埋置深度
artificial backfilling
foundation's bearing capacity
eigenvalues
foundation depth