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European journal of environmental and civil engineering = Revue Européenne de génie civil, v.26 no.8, 2022년, pp.3594 - 3611
Zhang, Qiang (State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics & Civil Engineering, China University of Mining & Technology, Xuzhou, China) , Shao, Cong (State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics & Civil Engineering, China University of Mining & Technology, Xuzhou, China) , Su, Haijian (State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics & Civil Engineering, China University of Mining & Technology, Xuzhou, China) , Wang, Hongying (State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics & Civil Engineering, China University of Mining & Technology, Xuzhou, China) , Jiang, Yujing (Geoenvironmental Laboratory, Graduate School of Engineering, Nagasaki University, Nagasaki, Japan) , Jiang, Binsong (State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics & Civil Engineering, China University of Mining & Technology, Xuzhou, China)
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Alejano, L.R., Alonso, E.. Considerations of the dilatancy angle in rocks and rock masses. International journal of rock mechanics and mining sciences, vol.42, no.4, 481-507.
Dynamics of fluids in porous media Bear J. 1972
Berryman, James G.. Effective stress for transport properties of inhomogeneous porous rock. Journal of geophysical research : JGR. B, Solid earth, vol.97, no.b12, 17409-.
Rock mechanics related to caverns and pressure shafts Brown E. 26 1982
Brown, Edwin T., Bray, John W., Ladanyi, Branko, Hoek, Evert. Ground Response Curves for Rock Tunnels. Journal of geotechnical engineering, vol.109, no.1, 15-39.
Fahimifar, A., Zareifard, M.R.. A theoretical solution for analysis of tunnels below groundwater considering the hydraulic-mechanical coupling. Tunnelling and underground space technology, vol.24, no.6, 634-646.
Fernández, Gabriel. Behavior of Pressure Tunnels and Guidelines for Liner Design. Journal of geotechnical engineering, vol.120, no.10, 1768-1791.
Kolymbas, D., Wagner, P.. Groundwater ingress to tunnels - The exact analytical solution. Tunnelling and underground space technology, vol.22, no.1, 23-27.
Lee, S.W., Jung, J.W., Nam, S.W., Lee, I.M.. The influence of seepage forces on ground reaction curve of circular opening. Tunnelling and underground space technology, vol.22, no.1, 28-38.
Li, Peng-fei, Fang, Qian, Zhang, Ding-li. Analytical solutions of stresses and displacements for deep circular tunnels with liners in saturated ground. Journal of Zhejiang University. Science A. Applied physics & engineering, vol.15, no.6, 395-404.
Li, Yong, Cao, Shugang, Fantuzzi, Nicholas, Liu, Yanbao. Elasto-plastic analysis of a circular borehole in elastic-strain softening coal seams. International journal of rock mechanics and mining sciences, vol.80, 316-324.
Engineering Mechanics Liu C. X. 16 26 2009
Engineering Mechanics Lu X. C. 216 26 2009
Ogawa, T., Lo, K. Y.. Effects of dilatancy and yield criteria on displacements around tunnels. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.24, no.1, 100-113.
Park, K.-H., Kim, Y.-J.. Analytical solution for a circular opening in an elastic-brittle-plastic rock. International journal of rock mechanics and mining sciences, vol.43, no.4, 616-622.
Experimental rock deformation - The brittle field Paterson M. S. 2005
Sharan, S.K.. Elastic–brittle–plastic analysis of circular openings in Hoek–Brown media. International journal of rock mechanics and mining sciences, vol.40, no.6, 817-824.
Shin, Young-Jin, Kim, Byoung-Min, Shin, Jong-Ho, Lee, In-Mo. The ground reaction curve of underwater tunnels considering seepage forces. Tunnelling and underground space technology, vol.25, no.4, 315-324.
Pore pressure and suction in soils (pp Skempton A. W. 4 1961
Wang, S., Yin, X., Tang, H., Ge, X.. A new approach for analyzing circular tunnel in strain-softening rock masses. International journal of rock mechanics and mining sciences, vol.47, no.1, 170-178.
Wang, X., Tan, z., Wang, M., Zhang, M., Ming, H.. Theoretical and experimental study of external water pressure on tunnel lining in controlled drainage under high water level. Tunnelling and underground space technology, vol.23, no.5, 552-560.
Yang, Sheng-Qi, Huang, Yan-Hua, Jiao, Yu-Yong, Zeng, Wei, Yu, Qing-Lei. An experimental study on seepage behavior of sandstone material with different gas pressures. Acta mechanica Sinica = 力學學報, vol.31, no.6, 837-844.
Ying, Hong-wei, Zhu, Cheng-wei, Shen, Hua-wei, Gong, Xiao-nan. Semi-analytical solution for groundwater ingress into lined tunnel. Tunnelling and underground space technology, vol.76, 43-47.
Zareifard, Mohammad Reza. An analytical solution for design of pressure tunnels considering seepage loads. Applied mathematical modelling, vol.62, 62-85.
Zareifard, Mohammad Reza, Fahimifar, Ahmad. Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle. European journal of environmental and civil engineering = Revue Européenne de génie civil, vol.18, no.5, 584-600.
Zareifard, M. R., Fahimifar, A.. A simplified solution for stresses around lined pressure tunnels considering non-radial symmetrical seepage flow. KSCE journal of civil engineering, vol.20, no.7, 2640-2654.
Zhang, Bing-qiang, Chen, Fu-quan, Wang, Qi-yun. Elastoplastic Solutions for Surrounding Rock Masses of Deep-Buried Circular Tunnels with Non-Darcian Flow. International journal of geomechanics, vol.19, no.7, 04019065-.
Zhang, Q., Jiang, B.S., Wang, S.l., Ge, X.r., Zhang, H.q.. Elasto-plastic analysis of a circular opening in strain-softening rock mass. International journal of rock mechanics and mining sciences, vol.50, 38-46.
Zhang, Q., Jiang, B.S., Wu, X.S., Zhang, H.Q., Han, L.J.. Elasto-plastic coupling analysis of circular openings in elasto-brittle-plastic rock mass. Theoretical and applied fracture mechanics, vol.60, no.1, 60-67.
Zhang, Qiang, Shao, Cong, Wang, Hong-Ying, Jiang, Bin-Song, Jiang, Yu-Jing, Liu, Ri-Cheng. A fully coupled hydraulic-mechanical solution of a circular tunnel in strain-softening rock masses. Tunnelling and underground space technology, vol.99, 103375-.
Zhang, Qiang, Zhang, Chuanhu, Jiang, Binsong, Li, Ning, Wang, Yingchao. Elastoplastic Coupling Solution of Circular Openings in Strain-Softening Rock Mass Considering Pressure-Dependent Effect. International journal of geomechanics, vol.18, no.1, 04017132-.
Zou, Jinfeng, Chen, Kaifu, Pan, Qiujing. An improved numerical approach in surrounding rock incorporating rockbolt effectiveness and seepage force. Acta geotechnica, vol.13, no.3, 707-727.
Zou, Jin-feng, Li, Shuai-shuai, Xu, Yuan, Dan, Han-cheng, Zhao, Lian-heng. Theoretical solutions for a circular opening in an elastic-brittle-plastic rock mass incorporating the out-of-plane stress and seepage force. KSCE journal of civil engineering, vol.20, no.2, 687-701.
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