Shaking table model test study of pile-anchor support system for bedding rock slope with building pile foundation
Civil Engineering|更新时间:2024-08-15
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Shaking table model test study of pile-anchor support system for bedding rock slope with building pile foundation
“In the field of rock slope support, a vibration table model test based on Bockingham π theorem revealed the dynamic response law of the pile anchor support system for layered rock slopes, providing a new perspective for slope stability research.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 2, Pages: 11-22(2024)
作者机构:
1.重庆大学 土木工程学院;库区环境地质灾害防治国家地方联合工程研究中心,重庆 400045
2.重庆电力高等专科学校 发展规划与质量保障处,重庆 400053
3.中冶赛迪工程技术股份有限公司,重庆 400013
作者简介:
WU Shuguang (1975- ), PhD, associate professor, main research interest: geotechnical engineering, E-mail: wushuguang@cqu.edu.cn.
基金信息:
The National Key Technologies R&D Program of China(2018YFC1505501);Scientific Research Project of Chongqing Municipal Commission of Housing and Urban-rural Development(2020-22)
WU Shuguang,MAO Zhennan,PAN Lin,et al.Shaking table model test study of pile-anchor support system for bedding rock slope with building pile foundation[J].Journal of Civil and Environmental Engineering,2024,46(02):11-22.
WU Shuguang,MAO Zhennan,PAN Lin,et al.Shaking table model test study of pile-anchor support system for bedding rock slope with building pile foundation[J].Journal of Civil and Environmental Engineering,2024,46(02):11-22. DOI: 10.11835/j.issn.2096-6717.2022.049.
Shaking table model test study of pile-anchor support system for bedding rock slope with building pile foundation