DESIGN CHARTS FOR A DEEP CIRCULAR TUNNEL UNDER NON-UNIFORM LOADING

被引:50
作者
DETOURNAY, E [1 ]
STJOHN, CM [1 ]
机构
[1] PRINCIPIA MECH LTD, LONDON, ENGLAND
关键词
D O I
10.1007/BF01043117
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:119 / 137
页数:19
相关论文
共 15 条
[1]   GROUND RESPONSE CURVES FOR ROCK TUNNELS [J].
BROWN, ET ;
BRAY, JW ;
LADANYI, B ;
HOEK, E .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1983, 109 (01) :15-39
[2]   ELASTOPLASTIC MODEL OF A DEEP TUNNEL FOR A ROCK WITH VARIABLE DILATANCY [J].
DETOURNAY, E .
ROCK MECHANICS AND ROCK ENGINEERING, 1986, 19 (02) :99-108
[3]  
DETOURNAY E, 1985, CR ACAD SCI II, V301, P857
[4]   AN APPROXIMATE STATICAL SOLUTION OF THE ELASTOPLASTIC INTERFACE FOR THE PROBLEM OF GALIN WITH A COHESIVE-FRICTIONAL MATERIAL [J].
DETOURNAY, E .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1986, 22 (12) :1435-1454
[5]   TWO-DIMENSIONAL ELASTOPLASTIC ANALYSIS OF A LONG, CYLINDRICAL CAVITY UNDER NONHYDROSTATIC LOADING [J].
DETOURNAY, E ;
FAIRHURST, C .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1987, 24 (04) :197-211
[6]  
DETOURNAY E, 1982, 23RD US S ROCK MECH, P926
[7]  
Galin LA, 1946, PRIKL MAT MEKH, V10, P365
[8]  
Hill R., 1967, MATH THEORY PLASTICI
[9]  
Hoek, 1980, UNDERGROUND EXCAVATI
[10]  
KACHANOV LM, 1971, F THEORY PLASTICITY