Micromechanics-based prediction of creep failure of hard rock for long-term safety of high-level radioactive waste disposal system

被引:85
作者
Miura, K
Okui, Y
Horii, H
机构
[1] Saitama Univ, Dept Civil & Environm Engn, Urawa, Saitama 3388570, Japan
[2] Radioact Waste Management Funding & Res Ctr, Minato Ku, Tokyo 1050011, Japan
[3] Univ Tokyo, Dept Civil Engn, Bunkyo Ku, Tokyo 1138656, Japan
关键词
creep; subcritical crack growth; granite; crack interaction;
D O I
10.1016/S0167-6636(02)00286-7
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A high-level radioactive waste disposal project is under way in Japan. Isolation of the radioactive waste in a rock formation at great depth is considered as one of the promising disposal methods, Before proceeding with the disposal project, however, assessment of the long-term stability of rock mass surrounding waste packages is necessary. This paper presents a micromechanics-based model for predicting the creep failure of hard rock under compression. The subcritical crack growth due to stress corrosion cracking and interaction effects between cracks are considered as the main mechanisms of creep failure. An evolution problem of two interacting cracks is formulated and creep failure following tertiary creep is represented as unstable extension of the interacting cracks in the present model. The time to failure is calculated for different values of axial stress, confining pressure, and environmental conditions such as temperature and presence of water. The effects of water, temperature. and stress states on the long-term behavior are also included in the proposed model. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:587 / 601
页数:15
相关论文
共 20 条
[1]  
Atkinson B. K., 1987, Fracture mechanics of rock, V2, P111, DOI [DOI 10.1016/B978-0-12-066266-1.50009-0, 10.1016/b978-0-12-066266-1.50009-0]
[2]  
Atkinson B.K., 1981, TECTONOPHYSICS, V77, p1~11
[3]   SUBCRITICAL CRACK-GROWTH IN GEOLOGICAL-MATERIALS [J].
ATKINSON, BK .
JOURNAL OF GEOPHYSICAL RESEARCH, 1984, 89 (NB6) :4077-4114
[4]   A NOTE ON BRITTLE CRACK GROWTH IN COMPRESSION [J].
BRACE, WF ;
BOMBOLAKIS, EG .
JOURNAL OF GEOPHYSICAL RESEARCH, 1963, 68 (12) :3709-+
[5]  
Cristescu N.D., 1998, TIME EFFECTS ROCK ME
[6]   ELASTIC FIELDS OF INTERACTING INHOMOGENEITIES [J].
HORII, H ;
NEMATNASSER, S .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1985, 21 (07) :731-745
[7]   COMPRESSION-INDUCED MICROCRACK GROWTH IN BRITTLE SOLIDS - AXIAL SPLITTING AND SHEAR FAILURE [J].
HORII, H ;
NEMATNASSER, S .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1985, 90 (NB4) :3105-3125
[8]   BRITTLE FAILURE IN COMPRESSION - SPLITTING, FAULTING AND BRITTLE-DUCTILE TRANSITION [J].
HORII, H ;
NEMATNASSER, S .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1986, 319 (1549) :337-374
[9]  
*JAP NUCL CYCL DEV, 1999, H12 PROJ EST SCI TEC
[10]   THE EFFECTS OF CONFINING PRESSURE AND STRESS DIFFERENCE ON STATIC FATIGUE OF GRANITE [J].
KRANZ, RL .
JOURNAL OF GEOPHYSICAL RESEARCH, 1980, 85 (NB4) :1854-1866