带裙楼高层建筑天然地基承载力修正浅析  

Research on modification of natural foundation bearing capacity of high-rise buildings with the skirt

作　　者：孙永胜 Sun Yongsheng(The 7th Institute of Geology&Mineral Exploration of Shandong Province,Linyi 276000,China)

机构地区：[1]山东省第七地质矿产勘查院

出　　处：《山西建筑》2020年第3期84-85,共2页Shanxi Architecture

摘　　要：通过某带裙楼高层建筑天然地基承载力的确定和修正计算,提出了规范中承载力修正计算公式在实际应用中遇到的问题,得到了天然地基承载力的确定和修正方法,为从业人员在类似项目中的承载力修正提供了可靠依据。Through the determination and modification calculation of the natural foundation bearing capacity of a high-rise building with a skirt,bring up the problems encountered in the practical application of the bearing capacity modification formula in actual application,the determination and modification method of the natural foundation bearing capacity is obtained,which provides a reliable basis for the bearing capacity correction of the practitioners in similar projects.

关 键 词：带裙楼高层建筑 天然地基承载力 修正系数 

分 类 号：TU433[建筑科学—岩土工程]