Stress-Induced Permeability Alterations in an Argillaceous Limestone

被引:42
|
作者
Selvadurai, A. P. S. [1 ]
Gowacki, A. [1 ]
机构
[1] McGill Univ, Dept Civil Engn & Appl Mech, 817 Sherbrooke St West, Montreal, PQ H3A OC3, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Permeability of Cobourg Limestone; Triaxial tests; Obert-Hoek Cell tests; Axial flow pulse tests; Axial flow steady flow tests; Permeability of excavation damage zones; INDUCED MOISTURE MOVEMENT; CLAY BARRIER; MECHANICAL-BEHAVIOR; SEDIMENTARY-ROCKS; GRANITE; EVOLUTION; REPOSITORY; DISPOSAL; ONTARIO; INTACT;
D O I
10.1007/s00603-016-1153-3
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The paper presents the results of experiments that were conducted to determine the influence of a triaxial stress state on the evolution of the permeability of an argillaceous limestone. The limestone rock is found in the Ordovician rock formations above the Precambrian basement located in southern Ontario, Canada, which is being considered as a potential host rock for the construction of a deep ground repository for storing low- and intermediate-level nuclear waste. The paper presents the results of an extensive series of hydraulic pulse tests and steady-state tests that were conducted to determine the permeability alterations in zones that can experience levels of damage that can be present in vicinity of an excavated underground opening. A "state-space" relationship is developed to describe permeability evolution with the triaxial stress in the pre-failure regime. The permeability evolution in extensively damaged post-failure states of the rock is also investigated. It is shown that permeability alterations were four orders of magnitude higher as a result of significant damage to the material, which is an important consideration in establishing the efficiency of the host rock formation as a barrier for the long-term containment of radionuclide migration.
引用
收藏
页码:1079 / 1096
页数:18
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