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Articles

Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle

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Pages 584-600 | Received 14 May 2013, Accepted 28 Jan 2014, Published online: 04 Mar 2014

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Read on this site (6)

Wei Huang, Huanling Wang, Tao Zhang, Mingjie He & Long Yan. (2023) Hydraulic pressure effect on mechanical properties and permeabilities of layered rock mass: an experimental study. European Journal of Environmental and Civil Engineering 27:6, pages 2422-2433.
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Qiang Zhang, Cong Shao, Haijian Su, Hongying Wang, Yujing Jiang & Binsong Jiang. (2022) A closed-form hydraulic-mechanical coupling solution of a circular tunnel in elastic-brittle-plastic rock mass. European Journal of Environmental and Civil Engineering 26:8, pages 3594-3611.
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Mohammad Reza Zareifard. (2021) Ground response curve of deep circular tunnel in rock mass exhibiting Hoek–Brown strain-softening behaviour considering the dead weight loading. European Journal of Environmental and Civil Engineering 25:14, pages 2509-2539.
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Xilin Lü, Zheng Su, Maosong Huang & Yuncai Zhou. (2020) Strength reduction finite element analysis of a stability of large cross-river shield tunnel face with seepage. European Journal of Environmental and Civil Engineering 24:3, pages 336-353.
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Ehsan Katebian & Hamed Molladavoodi. (2017) Practical ground response curve considering post-peak rock mass behaviour. European Journal of Environmental and Civil Engineering 21:1, pages 1-23.
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Ahmad Fahimifar, Hamed Ghadami & Masoud Ahmadvand. (2015) An elasto-plastic model for underwater tunnels considering seepage body forces and strain-softening behaviour. European Journal of Environmental and Civil Engineering 19:2, pages 129-151.
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Milad Zaheri, Masoud Ranjbarnia & Mohammad Reza Zareifard. (2023) A theoretical solution to investigate long-term behavior of pressurized tunnels in severe squeezing conditions. Computers and Geotechnics 159, pages 105499.
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Yu Zhao, Tao Wei, Chaolin Wang & Jing Bi. (2023) A New Close-Form Solution for Elastoplastic Seepage-Induced Stresses to Circular Tunnel with Considering Intermediate Principal Stress. Rock Mechanics and Rock Engineering.
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Quan-wei Yang, Weihao Yang, Zhijiang Yang, Fangnian Song, Xin Huang & Tingting Luo. (2022) The Analytical Solution of Stress and Displacement for Multi-layer Cylinder Under Radial Seepage. Arabian Journal for Science and Engineering 48:4, pages 4893-4906.
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Milad ZaheriMasoud Ranjbarnia. (2023) Long-Term Analysis of Tunnels in Rheological Rock Masses Considering the Excavation-Damaged Zone. International Journal of Geomechanics 23:1.
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Haibo Jiang, Helin Sun, Kebin Shi & Juncai Xu. (2022) Stability Analysis of the Surrounding Rock-Lining Structure in Deep-Buried Hydraulic Tunnels Having Seepage Effect. Sustainability 14:24, pages 16586.
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Milad Zaheri, Masoud Ranjbarnia & Meisam Goudarzy. (2022) Analytical and Numerical Simulations to Predict the Long-Term Behavior of Lined Tunnels Considering Excavation-Induced Damaged Zone. Rock Mechanics and Rock Engineering 55:10, pages 5879-5904.
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Mohammad Reza Zareifard & Mohammad Reza Shekari. (2021) Comprehensive solutions for underwater tunnels in rock masses with different GSI values considering blast-induced damage zone and seepage forces. Applied Mathematical Modelling 96, pages 236-268.
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Milad Zaheri & Masoud Ranjbarnia. (2020) A New Procedure for Calculation of Ground Response Curve of a Circular Tunnel Considering the Influence of Young’s Modulus Variation and the Plastic Weight Loading. Geotechnical and Geological Engineering 39:2, pages 1079-1099.
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Mohammad Reza Zareifard. (2020) Ground Reaction Curve for Deep Circular Tunnels in Strain-Softening Mohr–Coulomb Rock Masses Considering the Damaged Zone. International Journal of Geomechanics 20:10.
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Mohammad Reza Zareifard. (2020) A Simple Closed-Form Solution for Analysis of Tunnels in Mohr–Coulomb Grounds Considering Gravity Loading. Geotechnical and Geological Engineering 38:4, pages 3751-3760.
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Mohammad Reza Zareifard. (2020) A new semi-numerical method for elastoplastic analysis of a circular tunnel excavated in a Hoek–Brown strain-softening rock mass considering the blast-induced damaged zone. Computers and Geotechnics 122, pages 103476.
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Qiang Zhang, Cong Shao, Hong-Ying Wang, Bin-Song Jiang, Yu-Jing Jiang & Ri-Cheng Liu. (2020) A fully coupled hydraulic-mechanical solution of a circular tunnel in strain-softening rock masses. Tunnelling and Underground Space Technology 99, pages 103375.
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Yugang Ren, Kaiben Yu, Sen Zheng, Lei Yang, Haibin Qi, Jianhua Zhang & Yanjun Liu. (2020) Research status of distinct element method particle flow analysis method and its application in deep sea core drilling. IOP Conference Series: Earth and Environmental Science 455, pages 012057.
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Bing-qiang ZhangFu-quan Chen & Qi-yun Wang. (2019) Elastoplastic Solutions for Surrounding Rock Masses of Deep-Buried Circular Tunnels with Non-Darcian Flow. International Journal of Geomechanics 19:7.
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Mohammad Reza Zareifard. (2018) An analytical solution for design of pressure tunnels considering seepage loads. Applied Mathematical Modelling 62, pages 62-85.
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Liji Long, Haigui Kang & Renjie Mo. (2016) Three-dimensional plastic stress analysis of subsea tunnels: Nonlinear vs. linear - a comparison. KSCE Journal of Civil Engineering 21:1, pages 178-183.
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Mohammad Reza Zareifard & Ahmad Fahimifar. (2016) Analytical solutions for the stresses and deformations of deep tunnels in an elastic-brittle-plastic rock mass considering the damaged zone. Tunnelling and Underground Space Technology 58, pages 186-196.
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