潘玉珍. 2015: 葛洲坝水利枢纽坝基软弱夹层(剪切带)演变趋势地质分析研究. 工程地质学报, 23(s1): 485-491. DOI: 10.13544/j.cnki.jeg.2015.s1.074
    引用本文: 潘玉珍. 2015: 葛洲坝水利枢纽坝基软弱夹层(剪切带)演变趋势地质分析研究. 工程地质学报, 23(s1): 485-491. DOI: 10.13544/j.cnki.jeg.2015.s1.074
    PAN Yuzhen. 2015: THE GEOLOGICAL ANALYSIS OF THE EVOLUTION OF WEAK INTERCALATION(SHEAR ZONE) UNDER THE DAM FOUNDATION OF GEZHOUBA WATER CONTROL PROJECT. JOURNAL OF ENGINEERING GEOLOGY, 23(s1): 485-491. DOI: 10.13544/j.cnki.jeg.2015.s1.074
    Citation: PAN Yuzhen. 2015: THE GEOLOGICAL ANALYSIS OF THE EVOLUTION OF WEAK INTERCALATION(SHEAR ZONE) UNDER THE DAM FOUNDATION OF GEZHOUBA WATER CONTROL PROJECT. JOURNAL OF ENGINEERING GEOLOGY, 23(s1): 485-491. DOI: 10.13544/j.cnki.jeg.2015.s1.074

    葛洲坝水利枢纽坝基软弱夹层(剪切带)演变趋势地质分析研究

    THE GEOLOGICAL ANALYSIS OF THE EVOLUTION OF WEAK INTERCALATION(SHEAR ZONE) UNDER THE DAM FOUNDATION OF GEZHOUBA WATER CONTROL PROJECT

    • 摘要: 长江葛洲坝水利枢纽工程是长江干流上的第一座大坝, 是后来建成的长江三峡水利枢纽的重要组成部分。软弱夹层(剪切带)是导致工程开工不到两年即停工的重要原因, 是坝后地基抗冲刷问题和坝基抗滑稳定问题十分突出的关键所在, 工程建成运行至今已近30a, 业内人士普遍关切这些软弱夹层(剪切带)性状是否会在渗压水的长期作用下而恶化, 使其力学参数下降, 进而危及大坝安全。本文以坝下基础廊道内预留的二处地质观测点为例, 通过地质观测分析、取样试验研究与成果综合分析, 认为夹层(剪切带)性状基本稳定且无恶化迹象, 这主要得益于夹层(剪切带)所处环境条件稳定与弱碱性地下水环境, 以及前期全部查明与施工期精细处理, 成果可供类似工程问题研究借鉴或参考。

       

      Abstract: Gezhouba Water Control Project is the first dam on the Yangtze River., which is the important part of the Three Gorges Project.week intercalation is the most impotant reason that lead to shut down the energine construction which was started in less than two yeaes. At the same time, it was the key problem of anti-erosion and anti-sliding stability of dam foundation. The Gezhouba Water Control Project has beening running for nearly 30 years, and insiders general concern about whether the properties of these weak intercalation(shear zone) may deteriorate under the long-term seepage pressure, which may reduce the value of mechanical parameters and then endanger the dam safety. This paper makes a conclusion that the weak intercalation(shear zone) stay stability basically and has no signs of deterioration by focusing on the two geological monitoring points of foundation gallery and through analyzing of geological observation and the result of sampling test, which thanks to the environment condition that the weak intercalation(shear zone) is stability and benefit from the previous investigation. The research result can be used for reference in similar problems.

       

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