[21] |
Rocscience. Phase2 5.0 user¢s guide[R]. Toronto:Rocscience,2007.
Your browse does not support frame! " target="_blank">
|
[14] |
FARMER I W. Engineering behaviour of rocks[M]. London:Chapman and Hall,1983.
Your browse does not support frame! " target="_blank">
|
[16] |
CAI M,KAISER P K,TASAKA Y,et al. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(5):833-847.
|
[18] |
HOEK E,CARRANZA-TORRES C,CORKUM B. Hoek-Brown failure criterion[C]// Proceedings of the 4th North American Rock Mechanics Symposium. Toronto:Toronto University Press,2002:267-273.
Your browse does not support frame! " target="_blank">
|
[22] |
CAI M,KAISER P K,UNO H,et al. Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(1):3-19.
|
[26] |
HOEK E,BROWN E T. Practical estimates of rock mass strength[J]. International Journal of Rock Mechanics and Mining Sciences,1997,34(8):1 165-1 186.
Your browse does not support frame! " target="_blank">
|
[28] |
赵星光. 岩石剪胀角模型及其在地下工程中的应用[博士学位论文][D]. 北京:北京科技大学,2010.(ZHAO Xingguang. A mobilized dilation angle model and its application to underground excavation[Ph. D. Thesis][D]. Beijing:University of Science and Technology Beijing,2010.(in Chinese))
Your browse does not support frame! " target="_blank">
|
[29] |
YUEN C M K,GILBY J L,BOYD J M. Measurement and analysis of rock deformation and support system response in the drill and blast and bored access drivages at the Donkin-Morien project[R]. Ottawa:Canada Centre for Mineral and Energy Technology,Energy,Mines and Resources,1985.
Your browse does not support frame! " target="_blank">
|
[5] |
SHARAN S K. Exact and approximate solutions for displacements around circular openings in elasto-brittle-plastic Hoek-Brown rock[J]. International Journal of Rock Mechanics and Mining Sciences,2005,42(4):542-549.
Your browse does not support frame! " target="_blank">
|
[15] |
ORD A. Deformation of rock:a pressure-sensitive,dilatant material[J]. Pure and Applied Geophysics,1991,137(4):337-366.
Your browse does not support frame! " target="_blank">
|
[19] |
Itasca Consulting Group Inc.. FLAC user¢s manual[R]. Minneapolis:Itasca Consulting Group Inc.,2004.
Your browse does not support frame! " target="_blank">
|
[23] |
VERMEER PA,DE BORST R. Non-associated plasticity for soils,concrete and rock[J]. Heron,1984,29(3):1-64.
Your browse does not support frame! " target="_blank">
|
[25] |
PAN X D,BROWN E T. Influence of axial stress and dilatancy on rock tunnel stability[J]. Journal of Geotechnical Engineering,1996,122(2):139-146.
Your browse does not support frame! " target="_blank">
|
[2] |
OGAWA T,LO K Y. Effects of dilatancy and yield criteria on displacements around tunnels[J]. Canadian Geotechnical Journal,1987,24(1):100-113.
Your browse does not support frame! " target="_blank">
|
[7] |
KYUNG-HO P,YONG-JIN K. Analytical solution for a circular opening in an elasto-brittle-plastic rock[J]. International Journal of Rock Mechanics and Mining Sciences,2006,43(4):616-622.
Your browse does not support frame! " target="_blank">
|
[9] |
KYUNG-HO P,BITUPORN T,JOO-GONG L. A simple procedure for ground response curve of circular tunnel in elastic-strain softening rock masses[J]. Tunnelling and Underground Space Technology,2008,23(2):151-159.
|
[13] |
CROUCH S L. Experimental determination of volumetric strains in failed rock[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1970,7(6):589-603.
Your browse does not support frame! " target="_blank">
|
[6] |
SHARAN S K. Analytical solutions for stresses and displacements around a circular opening in a generalized Hoek-Brown rock[J]. International Journal of Rock Mechanics and Mining Sciences,2008,45(1):78-85.
|
[17] |
ZHAO X G,CAI M. A dilation angle model for rocks[J]. International Journal of Rock Mechanics and Mining Sciences,2010,47(3):368-384.
|
[20] |
Itasca Consulting Group Inc.. FLAC3D user¢s manual[R]. Minneapolis:Itasca Consulting Group Inc.,2004.
Your browse does not support frame! " target="_blank">
|
[24] |
HIRAI H. An elasto-plastic constitutive model for cyclic behaviour of sands[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1987,11(5):503-520.
Your browse does not support frame! " target="_blank">
|
[27] |
BROWN E T. Estimating the mechanical properties of rock mass[C]// Proceedings of Southern Hemisphere International Rock Mechanics Symposium. Perth:Australian Centre for Geomechanics Press,2008:3-21.
Your browse does not support frame! " target="_blank">
|
[30] |
CAI M,KAISER P K,TASAKA Y,et al. Determination of residual strength parameters of jointed rock masses using the GSI system[J]. International Journal of Rock Mechanics and Mining Sciences,2007,44(2):247-265.
|
[1] |
BROWN E T,BRAY J W,LADANYI B,et al. Ground response curves for rock tunnels[J]. Journal of Geotechnical Engineering,1983,109(1):15-39.
Your browse does not support frame! " target="_blank">
|
[3] |
WANG Y. Ground response of a circular tunnel in poorly consolidated rock[J]. Journal of Geotechnical Engineering,1996,122(9):703-708.
Your browse does not support frame! " target="_blank">
|
[4] |
CARRANZA-TORRES C,FAIRHURST C. The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(5):777-809.
Your browse does not support frame! " target="_blank">
|
[8] |
ALONSO E,ALEJANO L R,VARAS F,et al. Ground response curves for rock masses exhibiting strain-softening behaviour[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2003,27(13):1 153-1 185.
Your browse does not support frame! " target="_blank">
|
[10] |
YOUN-KYOU L,PIETRUSZCZAK S. A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass[J]. Tunnelling and Underground Space Technology,2008,23(5):588-599.
|
[11] |
DETOURNAY E. Elastoplastic model of a deep tunnel for a rock with variable dilatancy[J]. Rock Mechanics and Rock Engineering,1986,19(2):99-108.
Your browse does not support frame! " target="_blank">
|
[12] |
ALEJANO L R,ALONSO E. Considerations of the dilatancy angle in rocks and rock masses[J]. International Journal of Rock Mechanics and Mining Sciences,2005,42(4):481-507.
Your browse does not support frame! " target="_blank">
|
[31] |
HIBINO S,MOTOJIMA M,KANAGAWA T. Behavior of rocks around large caverns during excavations[C]// Proceedings of the 5th International Congress of ISRM. [S.l.]:[s.n.],1983:199-202.
Your browse does not support frame! " target="_blank">
|