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Volume 39 Issue 11
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JIANG Zhong-ming, LI Shuang-long, DING Peng, FENG Shu-rong, ZHONG Hui-ya. Modes of hydro-geological structure for uplift deformation near reservoir pivot[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2026-2033. DOI: 10.11779/CJGE201711010
Citation: JIANG Zhong-ming, LI Shuang-long, DING Peng, FENG Shu-rong, ZHONG Hui-ya. Modes of hydro-geological structure for uplift deformation near reservoir pivot[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2026-2033. DOI: 10.11779/CJGE201711010
shu

Modes of hydro-geological structure for uplift deformation near reservoir pivot

  • 1. School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha 410114, China;;
    2. Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of Hunan Province, Changsha 410114, China;
    3. Power China Zhongnan Engineering Corporation Limited, Changsha 410014, China

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  • Received Date: May 27, 2016
  • Published Date: November 24, 2017
    Graphical Abstract
    • Abstract
  • The uplift deformation phenomenon occurring in the dam due to reservoir impounding appears rarely. To explore the influences of the hydro-geological structure of the rock mass on the uplift deformation, the mode of the hydro-geological structure inducing the generation of uplift deformation near the dam area is put forward through the researches on the existing literatures. The relative impermeable layer inclination to the downstream under the dam foundation and the relative permeable layer lying beneath the impermeable layer are the necessary hydro-geological conditions for the generation of uplift deformation. A numerical method based on the hydro-mechanical coupling theory is employed to study the influences of the variation of attitude elements on the spatial distribution law of uplift deformation occurring near the dam. It is shown that the shorter the distance between the exposure site and the dam, the greater the uplift deformation value. With the increase of the dip angle of the impermeable layer, the maximum uplift deformation near the dam increases firstly and then decreases. It is also indicated that the spatial distribution position of the uplift deformation is directly determined by the variation of dip direction.
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    • References (16)
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    第七届中国水利水电岩土力学与工程学术研讨会（1号征文通知）
    17 主办单位：中国水利学会岩土力学专业委员会。
    18 承办单位：湖南大学,中国电建集团中南勘测设计研究院有限公司,长沙理工大学,湖南科技大学,南京水利科学研究院,中国水利水电科学研究院,长江科学院,河海大学等。
    19 协办单位：《岩土工程学报》编辑部,《岩土力学》编辑部,《湖南大学学报》编辑部等。
    20 为了应对社会快速发展和解决能源短缺问题,我国水利水电基础建设仍然方兴未艾。与此同时,在“一带一路”国家战略的实施过程中,水利水电基础设施建设也将面临新的技术难题。为了深刻认识和深入探讨我国水利水电工程建设开发中遇到的新的岩土工程基础科学和建设技术问题,“第七届中国水利水电岩土力学与工程学术讨论会”定于2018年8月中下旬在湖南省长沙市举行,将以“一带一路”战略实施过程中的水利水电工程建设为背景,对我国近年来水利水电岩土工程和工程领域的最新技术开展广泛的学术交流。
    21 会议议题：①岩土体基本性质;②岩土工程物理与数值模拟技术;③水利水电工程建设与环境协调;④高坝及边坡工程;⑤隧道与地下洞室工程;⑥海洋岩土工程;⑦岩土工程中的新技术与新材料;⑧重大岩土工程实录;⑨“一带一路”战略实施中的水利水电岩土工程。
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