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Numerical study on failure and instability of slender rock columns:Synergistic effects of lateral pressure,height-to-width ratio,and material strength

Shiguo Feng Gen Li

Deep Resources Engineering2025，Vol.2Issue(2)：P.1-14,14.

Deep Resources Engineering2025，Vol.2Issue(2)：P.1-14,14.DOI:10.1016/j.deepre.2025.100185

Numerical study on failure and instability of slender rock columns:Synergistic effects of lateral pressure,height-to-width ratio,and material strength

Shiguo Feng ¹Gen Li¹

作者信息

1. State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China Ocean Engineering Joint Research Center of DUT-UWA,Dalian University of Technology,Dalian 116024,China
折叠

摘要

关键词

Slender rock column/Material failure/Structural instability/H/W ratio/Material strength/Lateral pressure

分类

建筑与水利

引用本文复制引用

Shiguo Feng,Gen Li..Numerical study on failure and instability of slender rock columns:Synergistic effects of lateral pressure,height-to-width ratio,and material strength[J].Deep Resources Engineering,2025,2(2):P.1-14,14.

基金项目

supported in part by the National Natural Science Foundation of China(42272330 （）

52079019) （）

the Liaoning Province Science and Technology Plan Joint Program(Applied Basic Research Project)(2023JH2/101700340) （Applied Basic Research Project）

the Fundamental Research Funds for the Central Universities(DUT24ZD135). （DUT24ZD135）

Deep Resources Engineering

ISSN：2949-9305

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