位置：成果数据库 > 期刊 > 期刊详情页
Compact rock material gas permeability properties.
  • 期刊名称：PHYSICA B-CONDENSED MATTER
  • 时间：2014.9.15
  • 页码：10-18
  • 相关项目：岩石渗流应力耦合流变力学实验及本构模型研究
作者： Wang Huanling , Xu Weiya, Zuo Jing.|
同期刊论文项目
岩石渗流应力耦合流变力学实验及本构模型研究
期刊论文 47 会议论文 2 获奖 4
同项目期刊论文
Modeling coupled flow-stress-damage during creep deformation
Comprehensive assessment and global stabilisation measures of a large landslide in hydropower engine
基于Lade-Duncan强度准则的统计损伤本构模型及其修正研究
基于COA-LSSVM模型的边坡位移时序预测
锦屏一级水电站左岸坝肩高边坡长期稳定性数值分析
考虑孔隙水压力的岩石统计损伤本构模型研究
Deformation and control engineering related to huge landslide on left bank of Xiluodu reservoir, sou
A discrete viscoplastic damage model for time-dependent behaviour of quasi-brittle rocks
Reliability Analysis of Arch Dam Subjected to Seismic Loads.
Robust equivalent tunnelling Mohr–Coulomb strength parameters for generalised Hoek–Brown media
Mechanism of continuous movement and long-term safety analysis of Baitieba landslide based on field
Experimental Researches on Long-Term Strength of Granite Gneiss
A nonlinear viscoelastic-plastic rheological model for rocks based on fractional derivative theory
A nonlinear creep damage model for brittle rocks based on time-dependent damage.
Creep failure mode and criterion of Xiangjiaba sandstone.
A discrete viscoplastic damage model for time dependent behaviour of quasi brittle rocks
Physical Modelling of Stress-dependent Permeability in Fractured Rocks
Creep failure mode and criterion of Xiangjiaba sandstone
地下水封洞库围岩气体渗透特性及滑脱效应研究
Investigation on time-dependent behaviour and long-term stability of underground water-sealed cavern
Anisotropic permeability evolution model of rock in the process of deformation and failure
边坡工程中监测数据场三维云图实时动态可视化方法
循环加卸载作用下砂岩孔隙度与渗透率演化规律试验研究
柱状节理岩体渗透性模型试验研究
致密岩石气体渗流滑脱效应试验研究
渗流-应力-流变耦合作用下破碎带砂岩渗透演化规律试验研究
低渗透岩石流变过程渗透演化规律试验研究
渗流-应力耦合作用下碎屑岩流变特性和渗透演化机制试验研究
低渗透岩石渗透率与孔隙率演化规律的气渗试验研究
碎屑砂岩三轴压缩下强度和变形特性试验研究
某水电站坝基挠曲破碎带工程力学特性试验研究
Stress dependent permeability and porosity of low-permeability rock
Mesomechanical simulation of direct shear test on outwash deposits with granular discrete element method
The mechanical response of piles with consideration of pile-soil interactions under a periodic wave pressure