吉林大学学报(地球科学版) ›› 2018, Vol. 48 ›› Issue (5): 1566-1573.doi: 10.13278/j.cnki.jjuese.20180166
• 中国水利学会勘测专业委员会专栏 • 上一篇
王吉亮, 郝文忠, 黄孝泉, 许琦, 魏雨军, 周炳强, 徐磊
Wang Jiliang, Hao Wenzhong, Huang Xiaoquan, Xu Qi, Wei Yujun, Zhou Bingqiang, Xu Lei
摘要： 特高型拱坝坝拱座岩体承受的荷载巨大，坝基岩体质量是拱座稳定的关键，在施工期如何准确评价坝基岩体质量，是拱坝建基岩体工程地质研究的重要问题。本文以工程地质条件研究为基础，从岩性、岩体结构分布着手，研究建基岩体工程地质特征；以现场、室内试验、声波测试为依据，建立坝基岩体质量评价标准。对乌东德拱坝施工期揭露的建基面岩体进行质量划分，研究发现：乌东德拱坝建基岩体质量优良，以Ⅱ级岩体占绝大多数，少量Ⅲ1级岩体，极少量Ⅲ2级岩体，与可研成果高度吻合；建基岩体满足岩体质量与声波验收要求，岩体质量空间分布较连续，且相对均匀，有利于承受拱坝推力。
中图分类号:
| [1] 李瓒,陈飞,郑建波,等. 特高拱坝枢纽分析与重点问题研究[M]. 北京:中国电力出版社,2004:1-10. Li Zan, Chen Fei, Zheng Jianbo, et al. Study on Key Problems of Super High Arch Dam[M]. Beijing:China Electric Power Press, 2004:1-10. [2] 林鹏,王仁坤,康绳祖,等. 特高拱坝基础破坏、加固与稳定关键问题研究[J]. 岩石力学与工程学报,2011,30(10):1945-1958. Lin Peng, Wang Renkun, Kang Shengzu, et al. Study on Key Problems of Foundation Failure, Reinforcement and Stability for Super High Arch Dams[J]. Chinese Journal of Rock Mechanics and Engineering, 2011,30(10):1945-1958. [3] 林鹏,康绳祖,李庆斌,等.溪洛渡拱坝施工期岩体质量评价与大坝稳定分析[J].岩石力学与工程学报,2012,31(10):2042-2052. Lin Peng, Kang Shengzu, Li Qingbin, et al. Evaluation of Rock Mass Quality and Stability Analysis of Xiluodu Arch Dam Under Construction Phase[J]. Chinese Journal of Rock Mechanics and Engineering, 2012,31(10):2042-2052. [4] 万宗礼,聂德新,杨天俊.高拱坝建基岩体研究与实践[M].北京:中国水利水电出版社,2009. Wan Zongli, Nie Dexin, Yang Tianjun. Research and Practice of High Arch Dam Foundation Rock Mass[M]. Beijing:China Water & Power Press,2009. [5] 韩爱果,聂德新,王小群.高拱坝建基面选择主控指标的选取[J].成都理工学院学报,2001(增刊1):279-282. Han Aiguo, Nie Dexin, Wang Xiaoqun. Selection of the Primary Control Factor in Choosing Dam Foundation Plane of High Arch Dam[J]. Journal of Chengdu University of Technology,2001(Sup.1):279-282. [6] 王吉亮,许琦,郝文忠,等.乌东德水电站左岸拱座长大结构面工程地质特征及其影响研究[J].工程地质学报, 2016,24(5):823-832. Wang Jiliang, Xu Qi, Hao Wenzhong, et a1. Geological Characteristics of Discontinuities at Left Abutment Slope and Impact Evaluation to Dam of Wudongde Hydropower Station[J]. Journal of Engineering Geology, 2016,24(5):823-832. [7] 王吉亮,杨静,李会中, 等.乌东德水电站左岸拱肩槽边坡稳定性[J].吉林大学学报(地球科学版),2013, 43(2):528-536. Wang Jiliang, Yang Jing, Li Huizhong, et al. Stability of Slope at Left Abutment of Wudongde Hydropower Station[J]. Journal of Jilin University(Earth Science Edition),2013,43(2):528-536. [8] 水力发电工程地质勘察规范GB50287-2006[S]. 北京:中国计划出版社,2008. Code for Hydropower Engineering Geological Investigation GB50287-2006[S]. Beijing:China Planning Publishing House,2008. [9] 饶宏玲.高拱坝建基岩体条件研究[J].长江科学院院报,2016(1):65-71. Rao Hongling. Study on Rock Mass in the Foundation of High Arch Dam[J]. Journal of Yangtze River Scientific Research Institute, 2016(1):65-71. [10] 工程岩体分级标准GB/T50218-2014[S].北京:中国计划出版社,2014. Standard for Engineering Classification of Rock Mass GB/T50218-2014[S].Beijing:China Planning Publishing House, 2014. |
| No related articles found! |
|
||