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Laboratory test on three-dimensional stress state of the surrounding soil during tunnel excavation

Yu Tian Hao Chen Junquan Wen Abdul Motalleb Qaytmas Dechun Lu Xiuli Du

地下空间(英文)2025,Vol.25Issue(6):19-32,14.
地下空间(英文)2025,Vol.25Issue(6):19-32,14.DOI:10.1016/j.undsp.2025.05.003

Laboratory test on three-dimensional stress state of the surrounding soil during tunnel excavation

Laboratory test on three-dimensional stress state of the surrounding soil during tunnel excavation

Yu Tian 1Hao Chen 1Junquan Wen 2Abdul Motalleb Qaytmas 1Dechun Lu 1Xiuli Du1

作者信息

  • 1. Institute of Geotechnical and Underground Engineering,Beijing University of Technology,Beijing 100124,China
  • 2. Guangzhou Highway Engineering Group Co.,Ltd,Guangzhou 510075,China
  • 折叠

摘要

关键词

Tunneling/Three-dimensional stress state/Surrounding soil/Laboratory test/Principal stress rotation

Key words

Tunneling/Three-dimensional stress state/Surrounding soil/Laboratory test/Principal stress rotation

引用本文复制引用

Yu Tian,Hao Chen,Junquan Wen,Abdul Motalleb Qaytmas,Dechun Lu,Xiuli Du..Laboratory test on three-dimensional stress state of the surrounding soil during tunnel excavation[J].地下空间(英文),2025,25(6):19-32,14.

基金项目

This work was supported by the National Key R&D Program of China(Grant No.2022YFC3800901)and the National Natural Science Foundation of China(Grant No.51908010). (Grant No.2022YFC3800901)

地下空间(英文)

2096-2754

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