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Stability Analysis of Excavation Face in Sandy Pebble Tunnels Based on Combination of Logarithmic Curves and Collapse Arches
Stability Analysis of Excavation Face in Sandy Pebble Tunnels Based on Combination of Logarithmic Curves and Collapse Arches
- Railway Standard Design Vol. 68, Issue 10, Pages: 169-175(2024)
DOI： 10.13238/j.issn.1004-2954.202301070002
Revised：2023-04-26
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Related Author
LIANG Xunmei
XU Peng
YANG Guangqing
LI Ting
HU Chao
LI Chen
JIANG Yusheng
SHAO Xiaokang
Related Institution
China Railway Eryuan Engineering Group Co., Ltd.
Taian Road Engineering Materials Co., Ltd.
Shijiazhuang Tiedao University
School of Mechanics and Civil Engineering, China University of Mining and Technology
Qingdao Metro Line 6 Co., Ltd.
