矿业科学技术学报(英文版)2024,Vol.34Issue(3) :289-304.DOI:10.1016/j.ijmst.2024.02.006

An extended micromechanical-based plastic damage model for understanding water effects on quasi-brittle rocks

Qiaojuan Yu Shigui Du Qizhi Zhu Zhanyou Luo Sili Liu Lunyang Zhao
矿业科学技术学报(英文版)2024,Vol.34Issue(3) :289-304.DOI:10.1016/j.ijmst.2024.02.006

An extended micromechanical-based plastic damage model for understanding water effects on quasi-brittle rocks

Qiaojuan Yu 1Shigui Du 2Qizhi Zhu 3Zhanyou Luo 2Sili Liu 4Lunyang Zhao5
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作者信息

  • 1. Institute of Rock Mechanics,Ningbo University,Ningbo 315211,China;Ningbo Key Laboratory of Energy Geostructure,Ningbo University,Ningbo 315211,China
  • 2. Institute of Rock Mechanics,Ningbo University,Ningbo 315211,China
  • 3. College of Civil and Transportation Engineering,Hohai University,Nanjing 210098,China
  • 4. College of Civil Engineering,Jiangsu Open University,Nanjing 210036,China
  • 5. South China Institution of Geotechnical Engineering,School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510641,China
  • 折叠

Abstract

Water effects on the mechanical properties of rocks have been extensively investigated through experi-ments and numerical models.However,few studies have established a comprehensive link between the microscopic mechanisms of water-related micro-crack and the constitutive behaviors of rocks.In this work,we shall propose an extended micromechanical-based plastic damage model for understanding weakening effect induced by the presence of water between micro-crack's surfaces on quasi-brittle rocks,based on the Mori-Tanaka homogenization and irreversible thermodynamics framework.Regarding the physical mechanism,water strengthens micro-crack propagation,which induces damage evolution dur-ing the pre-and post-stage,and weakens the elastic effective properties of rock matrix.After proposing a special calibration procedure for the determination of model parameters based on the laboratory com-pression tests,the proposed micromechanical-based model is verified by comparing the model predic-tions to the experimental results.The model effectively captures the mechanical behaviors of quasi-brittle rocks subjected to the weakening effects of water.

Key words

Water/Micro-crack/Damage/Micro-mechanics/Constitutive model/Cohesive force

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基金项目

国家自然科学基金(42001053)

国家自然科学基金(42277147)

General Scientific Research Fund of Zhejiang Provincial Education Department(Y202352363)

University Natural Science Foundation of Jiangsu Province(23KJD130001)

出版年

2024
矿业科学技术学报(英文版)
中国矿业大学

矿业科学技术学报(英文版)

CSTPCDCSCDEI
影响因子:1.222
ISSN:2095-2686
参考文献量5
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