GENERAL-THEORY OF THE KAISER EFFECT

被引:117
作者
HOLCOMB, DJ
机构
[1] Geomechanics Department 6117, Sandia National Laboratories, Albuquerque
关键词
D O I
10.1016/0148-9062(93)90047-H
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A theory for the generalized Kaiser effect is discussed. Using the concept of a damage surface, the one-dimensional Kaiser effect is extended to a general stress state. Comparisons between the theory and experimental data show agreement in the predicted and observed properties of the Kaiser effect. Implications for the use of the Kaiser effect to determine in situ stress are discussed. It is shown that the commonly-used uniaxial loading method for determining in situ stress is not in accord with theory or observations of the Kaiser effect induced by laboratory-applied stress. An alternative theory of the Kaiser effect observed in cores loaded in situ is proposed.
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页码:929 / 935
页数:7
相关论文
共 20 条
[1]   A MICROCRACK MODEL FOR THE DEFORMATION AND FAILURE OF BRITTLE ROCK [J].
COSTIN, LS .
JOURNAL OF GEOPHYSICAL RESEARCH, 1983, 88 (NB11) :9485-9492
[2]  
FRIEDEL MJ, 1990, RI9286 US DEP INT BU
[3]  
GOODMAN RE, 1963, GEOL SOC AM BULL, V74, P487, DOI 10.1130/0016-7606(1963)74[487:SNDCOR]2.0.CO
[4]  
2
[5]  
HOLCOMB D, 1993, UNPUB GEOPHYS RES LE
[6]  
HOLCOMB DJ, 1986, J APPL MECH, V108, P536
[7]  
HOLCOMB DJ, 1992, 33RD P US S ROCK MEC, P661
[8]  
Kaiser J., 1950, INVESTIGATION OCCURR
[9]  
KANAGAWA T, 1976, CRIEPI E375004 TECH
[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