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《结构与土木工程前沿(英文)》 >> 2021年 第15卷 第4期 doi: 10.1007/s11709-021-0754-4
Hydraulic fracturing pressure of concentric double-layered cylinder in cohesive soil
1. Key Laboratory of Urban Underground Engineering of the Education Ministry, Beijing Jiaotong University, Beijing 100044, China;2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;1. Key Laboratory of Urban Underground Engineering of the Education Ministry, Beijing Jiaotong University, Beijing 100044, China;2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;1. Key Laboratory of Urban Underground Engineering of the Education Ministry, Beijing Jiaotong University, Beijing 100044, China;2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;1. Key Laboratory of Urban Underground Engineering of the Education Ministry, Beijing Jiaotong University, Beijing 100044, China;2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
摘要
关键词
hydraulic fracturing pressure ; layered ; cavity expansion theory ; triaxial fracturing test ; cohesive soil
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