许孝臣,盛金昌,何淑媛,等.防渗帷幕随机缺损的模拟及对坝基渗流的影响[J].河海大学学报:自然科学版,2009,37(5):582-585.Xu Xiaochen,Sheng Jinchang,He Shuyuan,et al.Simulation of random damage of grouting curtain and its influence on seepage flows in dam foundation[J].Journal of Hohai University(Natural Sciences),2009,37(5):582-585.
[2]
Trotignon L,Didot A,Bildstein O,et al.Design of a2-D cementation experiment in porous medium using numerical simulation[J].Oil&Gas Science and Technology,2005,60(2):307-318.
[3]
Huo J X,Song H Z,Wu Z W.Multi-component reactive transport in heterogeneous media and its decoupling solution[J].Journal of Contaminant Hydrology,2014,166(28):11-22.
[4]
Cochepin B,Trotignon L,Bildstein O,et al.Approaches to modelling coupled flow and reaction in a 2Dcementation experiment[J].Advances in Water Resources,2008,31(12):1540-1551.
[5]
李新宇,方坤河.混凝土渗透溶蚀过程中钙离子迁移过程数值模拟[J].长江科学院院报,2008,25(6):96-100.Li Xinyu,Fang Kunhe.Numerical simulation of Caion transportation during concrete leaching dissolution[J].Journal of Yangtze River Scientific Research Institute,2008,25(6):96-100.
[6]
廖华胜,高明军,李连侠.沙湾水电站左岸坝肩“地窗式”防渗方案优化计算与分析[J].四川大学学报(工程科学版),2005,37(4):1-6.Liao Huasheng,Gao Mingjun,Li Lianxia.Optimal simulation and analyzing to“lower window”type seepage control scheme in left abutment of Shawan hydropower station[J].Journal of Sichuan University(Engineering Science Edition),2005,37(4):1-6.
[7]
霍吉祥,宋汉周,彭鹏,等.水化学图示法及其在坝基帷幕体防渗性能评价中的应用[J].水力发电学报,2011,30(5):73-79.Huo Jixiang,Song Hanzhou,Peng Peng,et al.Hydrochemistry diagrams and their application for assessing anti-seepage behavior of dam foundation curtain[J].Journal of Hydroelectric Engineering,2011,30(5):73-79.
[8]
Steefel C I,Lasaga A C.A coupled model for transport of multiple chemical species and kinetic precipitation/dissolution reactions with application to reactive flow in single phase hydrothermal systems[J].American Journal of Science,1994,294:529-592.
[9]
彭鹏,单治钢,王永明,等.基于饱和指数模型的坝基帷幕体防渗效果及耐久性研究[J].岩土力学,2013,34(1):221-226.Peng Peng,Shan Zhigang,Wang Yongming,et al.Anti-seepage effect of curtain under dam foundation and its durability based on saturation index model[J].Rock and Soil Mechanics,2013,34(1):221-226.
[10]
Schiopu N,Tiruta-Barna L,Jayr E,et al.Modelling and simulation of concrete leaching under outdoor exposure conditions[J].Science of the Total Environment,2009,407:1613-1630.
[11]
杨永祥,徐建光,郭张军.坝基帷幕体防渗效果及其时效多指标评价体系研究[J].西安理工大学学报,2008,24(4):455-461.Yang Yongxiang,Xu Jianguang,Guo Zhangjun.Study on the multi-indel evaluation system in antiseepage performance and time effectiveness of dam foundation curtain-grouting[J].Journal of Xi'an University of Technology,2008,24(4):455-461.
[12]
彭鹏,单治钢,宋汉周,等.反映坝基帷幕体防渗时效的多场耦合数值模拟[J].岩土工程学报,2011,33(12):1847-1853.Peng Peng,Shan Zhigang,Song Hanzhou,et al.Coupling model for assessing anti-seepage behaviors of curtain of dam foundation[J].Chinese Journal of Geotechnical Engineering,2011,33(12):1847-1853.
[13]
徐建伟,徐青.灌浆帷幕耐久性数值仿真分析[J].武汉大学学报(工学版),2016,49(2),206-211.Xu Jianwei,Xu Qing.Numerical simulation analysis of durability of grouting curtain[J].Engineering Journal of Wuhan University,2016,49(2),206-211.
