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Frontiers of Structural and Civil Engineering >> 2021, Volume 15, Issue 4 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
Abstract
Keywords
hydraulic fracturing pressure ; layered ; cavity expansion theory ; triaxial fracturing test ; cohesive soil
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