Citation: | LI Zong-li, PEI Xiang-hui, LÜ Cong-cong, ZHANG Guo-hui. Reasonable permeability coefficient and engineering measures of concrete lining circle[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1167-1172. DOI: 10.11779/CJGE201406024 |
[1] |
SL 279—2002 水工隧洞设计规范[S]. 北京:中国水利水电出版社, 2003: 20-37. (SL 279—2002 Specification for design of hydraulic tunnel[S]. Beijing: China Water Power Press, 2003: 20-37. (in Chinese))
|
[2] |
李宗利, 任青文, 王亚红. 考虑渗流场影响深埋圆形隧洞的弹塑性解[J]. 岩石力学与工程学报, 2004, 23(8): 1291-1295. (LI Zong-li, REN Qing-wen, WANG Ya-hong. Elasto-plastic analytical solution of deep-buried circle tunnel considering fluid flow field[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(8): 1291-1295. (in Chinese))
|
[3] |
张黎明, 李鹏, 孙林娜, 等. 考虑地下水渗流影响的衬砌隧洞弹塑性分析[J]. 长江科学院院报, 2008, 25(5): 84-87. (ZHANG Li-ming, LI Peng, SUN Lin-na, et al. Elastio-plastic analysis of lined tunnel in under-ground water permeation[J]. Journal of Yangtze River Scientific Research Institute, 2008, 25(5): 84-87. (in Chinese))
|
[4] |
蔡晓鸿, 蔡勇平. 水工压力隧洞结构应力计算[M]. 北京: 中国水利水电出版社, 2004: 3-8. (CAI Xiao-hong, CAI Yong-ping. Structural stress calculation for hydraulic pressure tunnel[M]. Beijing: China Water Power Press, 2004: 3-8. (in Chinese))
|
[5] |
王建秀, 杨立中, 何静. 深埋隧道衬砌水荷载计算的基本理论[J]. 岩石力学与工程学报, 2002, 21(9): 1339-1343. (WANG Jian-xiu, YANG Li-zhong, HE Jing. Introduction to the calculation of external water pressure of tunnel lining[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(9): 1339-1343. (in Chinese))
|
[6] |
张有天. 水工隧洞及压力管道外水压力修正系数[J]. 水力发电, 1996(12): 30-34. (ZHANG You-tian. Correction factors of external water pressure in design of tunnel and penstock [J]. Water Power, 1996(12): 30-34. (in Chinese))
|
[7] |
王建宇. 隧道围岩渗流和衬砌水压力荷载[J]. 铁道建筑技术, 2008(2): 1-6. (WANG Jian-yu. Problems on external water pressure on tunnel lining[J]. Railway Construction Technology, 2008(2): 1-6. (in Chinese))
|
[8] |
SCHLEISS A J.透水压力隧洞的设计[J]. 邵鉴文, 译. 人民珠江, 1986(5): 39-46. (SCHLEISS A J. Design of permeable lining of pressure tunnel[J]. SHAO Jian-wen, tran. Peral River, 1986(5): 39-46. (in Chinese))
|
[9] |
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): 1403-1408. (LI Xin-xing, CAI Yong-chang, ZHUANG Xiao-ying, et al. Design of permeable lining for high pressure hydraulic tunnel[J]. Rock and Soil Mechanics, 2009, 30(5): 1403-1408. (in Chinese))
|
[10] |
刘杰, 郑治. 走出水工隧洞结构设计的误区[J]. 贵州水力发电, 2010, 24(4): 1-4. (LIU Jie, ZHENG Zhi. Out of common mistakes of design for hydraulic tunnel structure[J]. Guizhong Water Power, 2010, 24(4): 1-4. (in Chinese))
|
[11] |
郑波, 王建宇. 圆形隧道围岩与衬砌渗透力解析解[J].武汉理工大学学报(交通科学与工程版), 2011, 35(1): 19-23. (ZHENG Bo, WANG Jian-yu. Analytical solutions for seepage forces of circular tunnel surrounding ground and lining[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering ), 2011, 35(1): 19-23. (in Chinese))
|
[12] |
王秀英, 王梦恕, 张弥. 山岭隧道堵水限排衬砌外水压力研究[J]. 岩土工程学报, 2005, 27(1): 125-127. (WANG Xiu-ying, WANG Meng-shu, ZHANG Mi. Research on regulating water pressure acting on mountain tunnels by blocking ground water and limiting discharge[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 125-127. (in Chinese))
|
[13] |
张贤超, 尹健, 池漪. 透水混凝土性能研究综述[J]. 混凝土, 2010(12): 47-50. (ZHANG Xian-chao, YIN Jian, CHI Yi. Summary of performance for pervious concrete[J]. Concrete, 2010(12): 47-50. (in Chinese))
|
[14] |
裴向辉, 李宗利, 杨明镜. 衬砌渗透性对深埋隧洞渗流场及塑性区的影响研究[J]. 中国农村水利水电, 2013(4): 75-79. (PEI Xiang-hui, LI Zong-li, YANG Ming-jing. A study of influence of lining permeability on deep tunnel fluid flow field and plastic zone[J]. China Rural Water and Hydropower, 2013(4): 75-79. (in Chinese))
|
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