摘要
文章研究了黄土地区半填半挖场地建筑物沉降计算的问题,探讨了半填半挖场地的地基变形计算方法;在填土沉降计算中考虑了沿填挖交界面的滑移变形,提出了适用于半填半挖地区的地基变形计算公式;通过计算结果与实际监测结果的对比分析验证了所述计算方法的合理性。
The calculation of building settlement in semi-filling and semi-excavating sites of loess area is researched,and the calculation theory of foundation deformation in the semi-filling and semi-excavating sites is discussed.The sliding deformation along the boundary of cutting and filling is considered in the fill settlement calculation,and the foundation deformation calculation formula which is suitable for the semi-filling and semi-excavating sites is proposed.According to the contrastive analysis of the calculation results and actual monitoring results,the reasonability of the proposed calculation methods is verified.
作者
寇甄涛
倪万魁
刘魁
KOU Zhentao;NI Wankui;LIU Kui(School of Geological Engineering and Geomatics, Chang’an University, Xi’an 710000, China;Research Institute of Electronic Comprehensive Survey of the Ministry of Information Industry, Xi’an 710001, China)
出处
《合肥工业大学学报（自然科学版）》
CAS
北大核心
2018年第12期1672-1677,共6页
Journal of Hefei University of Technology：Natural Science
基金
陕西省科技统筹创新工程计划资助项目(2014KTDZ03-01-02)
陕西省重点研发计划资助项目(2017ZDXM-SF-087)
关键词
半填半挖
接触面条带
建筑地基
变形理论
沉降计算
semi-filling and semi-excavating
contact strip
building foundation
deformation theory
settlement calculation
