吴高海, 刘荣富, 杨序烈, 廖雪勇. 2007: 沙阡水电站下坝址左岸古滑坡体稳定性分析. 工程地质学报, 15(S1): 322-327.
    引用本文: 吴高海, 刘荣富, 杨序烈, 廖雪勇. 2007: 沙阡水电站下坝址左岸古滑坡体稳定性分析. 工程地质学报, 15(S1): 322-327.
    WU Gaohai, LIU Rongfu, YANG Xulie, LIAO Xueyong. 2007: STABILITY ANALYSIS FOR THE ANCIENT LANDSLIDE AT THE LEFT SLOPE OF DOWNRIVER DAM OF SHAQIAN POWER. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 322-327.
    Citation: WU Gaohai, LIU Rongfu, YANG Xulie, LIAO Xueyong. 2007: STABILITY ANALYSIS FOR THE ANCIENT LANDSLIDE AT THE LEFT SLOPE OF DOWNRIVER DAM OF SHAQIAN POWER. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 322-327.

    沙阡水电站下坝址左岸古滑坡体稳定性分析

    STABILITY ANALYSIS FOR THE ANCIENT LANDSLIDE AT THE LEFT SLOPE OF DOWNRIVER DAM OF SHAQIAN POWER

    • 摘要: 沙阡水电站在上、中、下3个坝址勘察比选中,发现下坝址左岸平行岸坡分布有两条宽大裂缝,为一座大型的古滑坡体,该滑坡体稳定性,不但直接影响该坝址的成立,还关系到其他坝址工程建设的问题。通过对古滑坡体周界、地质特征的勘察,对其成因、变形机制进行研究和稳定分析计算,并建立地质模型,采用FLAC3D分析系统作三维数值模拟,对古滑坡体的稳定性作出评价,为坝址的比选提供了可靠的地质依据。

       

      Abstract: There are three dam sites for Shaqian Power at the upriver, middle-river and downriver. Two big fissures were found along the left slope at the downriver dam, where an ancient landslide was confirmed. The stability of the landslide is important to select the place as dam site, and it also should be evaluated for the construction of the power. The boundary and geological characteristic were obtained according to field surveys. And the origin and deformation mechanism of the landslide were analyzed. Then the engineering geological model was build and the numeric modelling was carried out. The result gave the assessment of the stability of the landslide, which provided some reliable geological data for the chose of the dam site.

       

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