杨林德,丁文其.渗水高压引水隧洞衬砌的设计研究[J].岩石力学与工程学报,1997,16(2):112-117.YANG Lin-de,DING Wen-qi.Study on the design ofpermeable lining in high pressure water carriage tunnel[J].Chinese Journal of Rock Mechanics and Engineering,1997,16(2):112-117.(in Chinese)
[2]
陈卫忠,杨建平,杨家岭,等.裂隙岩体应力渗流耦合模型在压力隧洞工程中的应用[J].岩石力学与工程学报,2006,25(12):2384-2391.CHEN Wei-zhong,YANG Jian-ping,YANG Jia-ling,etal.Hydromechanical coupled model of jointed rock massand its application to pressure tunnels[J].Chinese Journalof Rock Mechanics and Engineering,2006,25(12):2384-2391.(in Chinese)
[3]
张巍,黄立财.基于渗流场与应力场耦合的高压隧洞设计[J].水利与建筑学报,2007,5(2):41-44.ZHANG Wei,HUANG Li-cai.Design of tunnel with highpressure water based on coupling of seepage field and stressfield[J].Journal of Water Resources and ArchitecturalEngineering,2007,5(2):41-44.(in Chinese)
[4]
杜小凯,任青文,陈伟.有压引水隧洞内水外渗作用研究[J].四川大学学报:工程科学版,2008,40(5):63-68.DU Xiao-kai,REN Qing-wen,CHEN Wei.Study on theeffect of seepage from underground hydraulic tunnel underhigh internal water pressure[J].Journal of SichuanUniversity:Engineering Science Edition,2008,40(5):63-68.(in Chinese)
[5]
苏凯,伍鹤皋.水工隧洞内水外渗耦合分析[J].岩土力学,2009,30(4):1148-1152.SU Kai,WU He-gao.Analysis of hydro-mechanicalinteraction in hydraulic tunnel with inner water exosmosis[J].Rock and Soil Mechanics,2009,30(4):1148-1152.(in Chinese)
[6]
李新星,蔡永昌,庄晓莹,等.高压引水隧洞衬砌的透水设计研究[J].岩土力学,2009,30(5):1404-1408.LI Xin-xing,CAI Yong-chang,ZHUANG Xiao-ying,etal.Design of permeable lining for high pressure hydraulictunnel[J].Rock and Soil Mechanics,2009,30(5):1404-1408.(in Chinese)
[7]
OTTO S,TILL P,HARMUT K.Development of damageand permeability in deforming rock salt[J].EngineeringGeology,2001,61:163-180.
[8]
郑少河,姚海林,葛修润.裂隙岩体渗流场与损伤场的耦合分析[J].岩石力学与工程学报,2004,23(9):1413-1418.ZHENG Shao-he,YAO Hai-lin,GE Xiu-run.Couplinganalysis on seepage and damage in fractured rock mass[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(9):1413-1418.(in Chinese)
[9]
张巍,肖明,范国邦.大型地下洞室群围岩应力-损伤-渗流耦合分析[J].岩土力学,2008,29(7):1813-1818.ZHANG Wei,XIAO Ming,FAN Guo-bang.Stress-damage-seepage coupling analysis of surrounding rock oflarge-scale underground caverns[J].Rock and SoilMechanics,2008,29(7):1813-1818.(in Chinese)
[10]
赵延林,曹平,汪亦显,等.裂隙岩体渗流-损伤-断裂耦合模型及其应用[J].岩石力学与工程学报,2008,27(8):1634-1643.ZHAO Yan-lin,CAO Ping,WANG Yi-xian,et al.Coupling model of seepage-damage-fracture in fracturedrock masses and its application[J].Journal of RockMechanics and Engineering,2008,27(8):1634-1643.(in Chinese)
[11]
BIOT M A.General theory of three-dimensionalconsolidation[J].Journal of Applied Physics,1941,12:155-164.
[12]
侯靖.天荒坪抽水蓄能电站高压隧洞充水试验实测资料分析[J].水利水电科技进展,2009,29(2):27-31.HOU Jing.Observed data analysis of water filling test ofthe high-pressure tunnel in Tianhuangping pumped-storage power station[J].Advances in Science andTechnology of Water Resources,2009,29(2):27-31.(in Chinese)
[13]
ODA M T,TAKEMURA A,AOKI T.Damage growth andpermeability change in triaxial compression tests of Indiagranite[J].Mechanics of Materials,2002,34:313-331.
