基坑悬臂式倾斜桩支护性能研究进展  

05 Research Progress on Supporting Performance of Cantilever Inclined Pile in Foundation Pit

作　　者：胡力文 孙洪军[1] 万悦 贾敏慧 HU Li-wen;SUN Hong-jun;WAN Yue;JIA Min-hui(School of Civil and Architectural Engineering,Liaoning University of Technology,Jinzhou 121001,China)

机构地区：[1]辽宁工业大学土木建筑工程学院,辽宁锦州121001

出　　处：《辽宁工业大学学报（自然科学版）》2023年第5期332-336,共5页Journal of Liaoning University of Technology(Natural Science Edition)

摘　　要：针对倾斜桩的工作机理归纳了室内试验、数值模拟以及两者结合的研究方法所得出的结论,新型支护形式的出现对现在以及未来基坑支护工程具有重大意义。In view of the working mechanism of inclined pile,the conclusions obtained by laboratory tests,numerical simulation and the research method of the combination of the two are summarized,the appearance of new support forms is of great significance to the present and future foundation pit support engineering.

关 键 词：基坑 倾斜桩 支护 数值模拟 

分 类 号：TU473[建筑科学—结构工程]