Behavior of rock in slopes

被引:114
作者
Goodman, RE
Kieffer, DS
机构
[1] Univ Calif Berkeley, Berkeley, CA USA
[2] Jacobs Associates, San Francisco, CA 94111 USA
关键词
D O I
10.1061/(ASCE)1090-0241(2000)126:8(675)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The behavioral modes to which a rock slope is susceptible are many and complex. This article discusses a long but not exhaustive list of common failure styles; highlighting observable characteristics that distinguish one from another. Slopes in both strong and weak rock masses are considered. Principles are stated to explain how and why different failure modes develop in different rocks. The discussion is illustrated with examples of diverse failure modes in foliated metamorphic rocks developed in the walls of an eroded spillway runout.
引用
收藏
页码:675 / 684
页数:10
相关论文
共 16 条
[1]  
[Anonymous], 1985, BLOCK THEORY ITS APP
[2]   SIMPLE METHODS TO ANALYZE BUCKLING OF ROCK SLOPES [J].
CAVERS, DS .
ROCK MECHANICS, 1981, 14 (02) :87-104
[3]  
Cundall P.A., 1993, COMPREHENSIVE ROCK E, V2, P231, DOI DOI 10.1016/B978-0-08-040615-2.50015-0
[4]  
Goodman R.E., 1999, KARL TERZAGHI ENG AR
[5]  
Goodman RE, 1995, GEOTECHNIQUE, V45, P381
[6]  
Goodman RE., 1989, Introduction to rock mechanics
[7]  
Goodman RE., 1976, P SPECIALTY C ROCK E, V2, P201
[8]  
HATZOR Y, 1995, P C FRACT JOINT ROCK, P3
[9]  
Hoek ET., 1981, ROCK SLOPE ENG, V3rd
[10]  
KE TC, 1994, P 1 NARMS S BALK ROT, P1109