Dimensionless graphical representation of the exact elasto-plastic solution of a circular tunnel in a Mohr-Coulomb material subject to uniform far-field stresses

被引:62
作者
Carranza-Torres, C [1 ]
机构
[1] Itasca Consulting Grp Inc, Geomech Engn Sect, Minneapolis, MN 55401 USA
关键词
circular tunnel; elasto-plastic solution; graphical representation; scaling rule;
D O I
10.1007/s00603-002-0048-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
[No abstract available]
引用
收藏
页码:237 / 253
页数:17
相关论文
共 19 条
[1]   SIGNIFICANT PARAMETERS IN ELASTOPLASTIC ANALYSIS OF UNDERGROUND OPENINGS [J].
ANAGNOSTOU, G ;
KOVARI, K .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1993, 119 (03) :401-419
[2]  
Brady BHG., 1993, ROCK MECH UNDERGROUN
[3]   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
[4]  
Carranza-Torres C., 2002, P 5 N AM ROCK MECH S, P283
[5]  
CARRANZATORRES C, 2002, P NARMS TAC 2002 MIN, P1133
[6]   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
[7]   DESIGN CHARTS FOR A DEEP CIRCULAR TUNNEL UNDER NON-UNIFORM LOADING [J].
DETOURNAY, E ;
STJOHN, CM .
ROCK MECHANICS AND ROCK ENGINEERING, 1988, 21 (02) :119-137
[8]   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
[9]  
Duncan Fama M.E., 1993, Comprehensive Rock Engineering, Principles, Practices and Projects, V2, P49
[10]   Big tunnels in bad rock [J].
Hoek, E .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2001, 127 (09) :726-740