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基于等效裂隙的表观渗透率模型改进及变滑脱效应研究

肖智勇 王刚 刘杰 邓华锋 郑程程 姜枫

岩土力学2025,Vol.46Issue(5):1466-1476,1488,12.
岩土力学2025,Vol.46Issue(5):1466-1476,1488,12.DOI:10.16285/j.rsm.2024.1008

基于等效裂隙的表观渗透率模型改进及变滑脱效应研究

Improved apparent permeability model based on equivalent fractures and variable slip effects analysis

肖智勇 1王刚 2刘杰 1邓华锋 1郑程程 3姜枫3

作者信息

  • 1. 三峡大学三峡库区地质灾害教育部重点试验室,湖北宜昌 443002
  • 2. 福建理工大学土木工程学院,福建 福州 350118
  • 3. 山东科技大学山东省土木工程防灾减灾重点实验室,山东青岛 266590
  • 折叠

摘要

Abstract

The slip effect can significantly enhance the permeability of fractured rock,and understanding its influence is crucial for comprehending gas flow dynamics within reservoirs.Most existing theoretical models treat intrinsic permeability and slip coefficient as constants and lack a method to define the critical pore pressure where the slip effect becomes significant.Thus,a dynamic apparent permeability model was developed based on equivalent fracture and rock bridge models,considering slip coefficient and intrinsic permeability as functions of effective stress and adsorption swelling.Using the established dynamic apparent permeability model,we analyzed variations in intrinsic permeability and slip coefficient under different confining stresses and permeable media.Additionally,we introduced the concept of the slip effect contribution rate to identify the critical pore pressure where the slip effect becomes significant.The results indicate that:1)Intrinsic permeability increases with rising pore pressure,while slip coefficients decrease;2)For different permeable media,the increase in intrinsic permeability with pore pressure is linked to gas adsorption properties,and slip coefficient variation is more complex;3)A power function relationship exists between the slip effect contribution rate and pore pressure,with the critical pore pressure order being N2<CO2<He.This study offers theoretical guidance for predicting permeability and extracting resources from fractured rocks.

关键词

滑脱效应/围压/渗透介质/临界压力/渗透率

Key words

slip effect/confining stress/permeable media/critical pressure/permeability

分类

建筑与水利

引用本文复制引用

肖智勇,王刚,刘杰,邓华锋,郑程程,姜枫..基于等效裂隙的表观渗透率模型改进及变滑脱效应研究[J].岩土力学,2025,46(5):1466-1476,1488,12.

基金项目

国家自然科学基金资助项目(No.52079077) (No.52079077)

湖北省自然科学基金(No.2025AFB358).This work was supported by the National Natural Science Foundation of China(52079077)and the Natural Science Foundation of Hubei Province(2025AFB358). (No.2025AFB358)

岩土力学

OA北大核心

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