YE Wei-min, LU Pu-huai, CUI Lin-yong, et al. Advances on testing and modeling of gas breakthrough behavior of
buffer materials[J]. 2025, 46(10): 3007-3017.
DOI:
YE Wei-min, LU Pu-huai, CUI Lin-yong, et al. Advances on testing and modeling of gas breakthrough behavior of
buffer materials[J]. 2025, 46(10): 3007-3017.DOI: 10.16285/j.rsm.2024.0967.
Advances on testing and modeling of gas breakthrough behavior of
buffer materials
Conducting research on gas migration processes in buffer materials under multi-physics coupling conditions holds both theoretical and practical significance for ensuring the safety of deep geological repositories. Studies reveal that gas migration in buffer materials sequentially undergoes ultra-low permeability and gas breakthrough stages
characterized by gas dissolution-diffusion and significant gas seepage
respectively. The breakthrough mechanisms are categorized into capillary
mechanical
and interfacial breakthrough. To achieve continuous measurement of gas flux throughout the process and identification of breakthrough patterns
experimental setups have evolved through constant-volume
K0 confined
isotropic stress-controlled
and triaxial stress-controlled configurations. The newly developed triaxial testing system enables ultra-low flow rate measurement at 1/10 000 mL/min while incorporating eddy current sensing technology for real-time monitoring of localized volumetric changes in specimens
thereby facilitating breakthrough mode identification. Given the absence of characterization indices in empirical models and quasi-continuum theory-based theoretical models
researchers have established a conceptual model to identify gas breakthrough patterns based on the principle of preferential touching of breakthrough pressure curves. Future research should prioritize gas breakthrough testing methods with short testing cycle and high measurement accuracy
development of generalized breakthrough pattern identification models
Numerical analysis of electroosmostic consolidation based on coupled electrical field-seepage field-stress field
Multi-field coupling and nuclide transport in HLW geological disposal repository
Multi-field coupling and nuclide transport in HLW geological disposal repository
A review of numerical simulation methods for geomechanical problems induced by CO2 geological storage
Load-bearing characteristics of surrounding rock of hydraulic tunnels under high temperature and hydraulic pressure conditions using coupled thermo-hydro-mechanical-damage numerical model
Related Author
ZHU Hao
WANG Jun-bo
LIU Si-hong
WANG Liu-jiang
ZHOU Wen-bin
LI Jin-xuan
QIAN Qi-hu
LUO Si-hai
Related Institution
Construction and Administration Bureau of South-to-North Water Diversion Middle Route Project
Xi’an Thermal Power Research Institute Co., Ltd.
College of Water Conservancy & Hydropower Engineering, Hohai University