Numerical study on deformation of pit tilted strut of concrete-filled steel tube with belled bearing base
Civil Engineering|更新时间:2025-11-14
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Numerical study on deformation of pit tilted strut of concrete-filled steel tube with belled bearing base
“In the field of foundation pit excavation and support, experts explored the deformation characteristics of the belled load-bearing slant support through finite element simulation, and found that it can effectively control the deformation of soil and support, providing solutions for foundation pit excavation.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 4, Pages: 19-27(2025)
作者机构:
1.重庆大学 土木工程学院,重庆 400045
2.江苏华岩建设有限公司,江苏 苏州 215101
3.中国建筑西南勘察设计研究院有限公司,成都 610093
4.长江重庆航道工程局,重庆 400010
作者简介:
ZHANG Wengang (1983- ), PhD, professor, main research interest: underground construction stability, E-mail: zhangwg@cqu.edu.cn.
LI Yongqin (corresponding author), PhD candidate, E-mail: leeyq@cqu.edu.cn.
基金信息:
Southwest Survey and Design Institute of China Construction Cooperative Research Project(H20220430);Science and Technology Program of Yangtze River Chongqing Navigation Engineering Bureau(H20230330);National Natural Science Foundation of China(52078086)
ZHANG Wengang,YAN Yumiao,YUAN Yuntao,et al.Numerical study on deformation of pit tilted strut of concrete-filled steel tube with belled bearing base[J].Journal of Civil and Environmental Engineering,2025,47(04):19-27.
ZHANG Wengang,YAN Yumiao,YUAN Yuntao,et al.Numerical study on deformation of pit tilted strut of concrete-filled steel tube with belled bearing base[J].Journal of Civil and Environmental Engineering,2025,47(04):19-27. DOI: 10.11835/j.issn.2096-6717.2024.019.
Numerical study on deformation of pit tilted strut of concrete-filled steel tube with belled bearing base