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LIU Lian-jia, ZHAO Qi-hua, HAN Gang. Characteristics of deep-seated crack in dam site of Yebatan Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 501-508. DOI: 10.11779/CJGE201703014
Citation: LIU Lian-jia, ZHAO Qi-hua, HAN Gang. Characteristics of deep-seated crack in dam site of Yebatan Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 501-508. DOI: 10.11779/CJGE201703014

Characteristics of deep-seated crack in dam site of Yebatan Hydropower Station

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  • Received Date: January 06, 2016
  • Published Date: April 24, 2017
  • There is a series of symmetric deep-seated cracks (DSC) in the abutment slope of Yebatan Hydropower Station. The special geological phenomenon is analyzed to provide a scientific basis for a comprehensive analysis on rock mass quality and availability evaluation. Through particular field survey, seismic tomography (CT) and sonic wave testing (Vp), the spatial distribution characteristics and macroscopic geological features of DSC are summarized. Additionally, DSC is divided into different types. According to these analyses, the controlling factors of DSC are studied completely by using the engineering geologic analogy method. The spatial distribution range of DSC ranges between 80 m and 140 m in horizontal direction from the surface of rock slope. The horizontal depth of DSC is positively correlated with the elevation of abutment slope, but there are not any connected cracks at two sides. The majority of DSC inherits early tectonic joint formation with tensile characteristics, and the weathering of rock is strengthened because of underground water. The slackness extent of DSC can be divided into three types: slightness, medium and severity. The formation and distribution of DSC are controlled by the regional factors and other factors such as the slope shape, the material foundation of the slope and the micro topography. The crust upward, incised valley and magnitude of the tectonic stress are the prerequisite for DSC. Furthermore, the rock property and complex slope structure provide material foundation for DSC. These are reasons for the symmetric distribution of DSC.
  • [1]
    宋胜武, 冯学敏, 向柏宇, 等. 西南水电高陡岩石边坡工程关键技术研究[J]. 岩石力学与工程学报, 2011, 30(1): 1-22. (SONG Sheng-wu, FENG Xue-min, XIANG Bai-yu, et al. Research on key technologies for high and steep rock slopes of hydropower engineering in Southwest China[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(1): 1-22. (in Chinese))
    [2]
    祝介旺, 刘建友, 伍法权, 等. 锦屏一级水电站左岸深部卸荷裂隙的加固方案及数值模拟研究[J]. 岩石力学与工程学报, 2007(12): 2541-2548. (ZHU Jie-wang, LIU Jian-you, WU Fa-quan, et al. Study on reinforcement technology of deep unloaded fissures in left bank of Jinping first stage hydropower station and its numerical simulation[J]. Chinese Journal of Rock Mechanics and Engineering, 2007(12): 2541-2548. (in Chinese))
    [3]
    陈 鸿. 大渡河中下游典型岸坡深部裂缝形成机制及工程效应研究[D]. 成都: 成都理工大学, 2005. (CHENG Hong. A study on the formation mechanism and engineering effects of deep crack in typical slopes of middle and lower research of the Dadu River[D]. Chengdu: Chengdu University of Technology, 2005. (in Chinese))
    [4]
    韩文峰. 黄河黑山峡大柳树松动岩体工程地质研究[M]. 兰州: 甘肃科学技术出版社, 1993. (HAN Wen-feng. Research on the geology engineering of dynamo-relaxed rock mass at Heishan Gorge on Yellow River[M]. Lanzhou: Gansu Science and Technology Press, 1993. (in Chinese))
    [5]
    王兰生, 李天斌, 赵其华. 浅生时效构造与人类工程[M].北京: 地质出版社, 1994. (WANG Lan-sheng, LI Tian-bin, ZHAO Qi-hua. Epigenetic time-dependent structure andhuman engineering[M]. Beijing: Geology Press, 1994. (inChinese))
    [6]
    杨永明. 苗家坝水电站坝区边坡典型楔形体的变形破坏特征[J]. 甘肃电力, 1995, 2: 28-33. (YANG Yong-ming. Deformation characteristics of typical wedge block of Miaojiaba hydropower station[J]. Gansu Electric Power, 1995, 2: 28-33. (in Chinese))
    [7]
    祁生文, 伍法权. 锦屏一级水电站普斯罗沟左岸深部裂缝变形模式[J]. 岩土力学, 2002, 23(6): 817-820. (QI Sheng-wen, WU Fa-quan. Deep fracture deformation models of pusiluogou left abutment slope at Jinping first stage hydropower station[J]. Rock and Soil Mechanics, 2002, 23(6): 817-820. (in Chinese))
    [8]
    祁生文, 伍法权, 兰恒星. 锦屏一级水电站普斯罗沟左岸深部裂缝成因的工程地质分析[J]. 岩土工程学报, 2002, 24(5): 596-599. (QI Sheng-wen, WU Fa-quan, LAN Heng-xing. Study on the mechanism of the deep fractures of the left abutment slope at the Jinping first stage hydropower[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 596-599. (in Chinese))
    [9]
    祁生文, 伍法权, 丁振明, 等. 从工程地质类比的角度看锦屏一级水电站左岸深部裂缝的形成[J]. 岩石力学与工程学报, 2004, 23(8): 1380-1384. (QI Sheng-wen, WU Fa-quan, DING Zhen-ming, et al. Study on mechanism of deep fractures of Jinping first stage hydropower station by engineering geology analogy[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(8): 1380-1384. (in Chinese))
    [10]
    黄润秋. 中国西南岩石高边坡的主要特征及其演化[J]. 地球科学进展, 2005, 20(3): 292-297. (HUANG Run-qiu. Main characteristics of high rock slopes in Southwestern China and their dynamic evolution[J]. Advances in Earth Science, 2005, 20(3): 292-297. (in Chinese))
    [11]
    严 明, 黄润秋, 徐佩华. 某水电站坝前左岸高边坡深部破裂形成机制分析[J]. 成都理工大学学报(自然科学版), 2005, 32(6): 609-613. (YAN Ming, HUANG Run-qiu, XU Pei-hua. Research on the deep-seated deformation mechanism of the left bank slope in the front of a dam[J]. Journal of Chengdu University of Technology(Science & Technology Edition), 2005, 32(6): 609-613. (in Chinese))
    [12]
    安关峰, 伍法权. 锦屏水电站左坝肩岩体深卸荷带成因分析[J]. 岩土力学, 2003, 24(2): 300-303. (AN Guan-feng, WU Fa-quan. Formation cause analysis of deep unload band of rock mass in left dam shoulder of Jinping hydropower station[J]. Rock and Soil Mechanics, 2003, 24(2): 300-303.(in Chinese))
    [13]
    荣 冠, 朱焕春, 王思敬. 锦屏一级水电站左岸边坡深部裂缝成因初探[J]. 岩石力学与工程学报, 2008, 27(增刊1): 2855-2863. (RONG Guan, ZHU Huan-chun, WANG Si-jing. Primary research on mechanism of deep fractures formation in left bank of Jinping first stage hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(S1): 2855-2863. (in Chinese))
    [14]
    韩 刚, 赵其华, 彭社琴. 不对称发育深卸荷地质力学模式[J]. 岩土工程学报, 2013, 35(11): 2123-2130. (HAN Gang, ZHAO Qi-hua, PENG She-qin. Geomechanical model for asymmetric distribution of deep-seated crack[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2123-2130. (in Chinese))
    [15]
    DRAMIS F, SORRISO-VALVO M. Deep seated slope deformations, related landslides and tectonics[J]. Engineering Geology, 1994, 38: 231-243.
    [16]
    STEAD D, EBERHARDT E, COGGAN J S. Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques[J]. Engineering Geology, 2006, 83: 217-235.
    [17]
    JAN HRADECKÝ, TOMÁŠ PÁNEK. Deep-seated gravitational slope deformations and their influence on consequence mass movements (case studies from the highest part of the Czech Carpathians)[J]. Natural Hazards, 2008, 45: 235-253.
    [18]
    WILLERICH S, THURO K, MAIR V. Integration of large deep-seated, creeping mass movements in a regional hazard mapan approach to determinate it’s probability of occurrence[J]. Austrian Journal of Earth Sciences, 2009(2): 61-68.
    [19]
    CROSTA G B, FRATTINI P, AGLIARDI F. Deep seated gravitational slope deformations in the European Alps[J]. Tectonophysics, 2013(605): 13-33.
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