SONG Yuhuan, HUANG Runqiu, JU Nengpan, ZHAO Jianjun, XU Bing. 2010: ROCK MASS STRUCTURE ANALYSIS OF SPILLWAY SLOPE STABILITY AT LIYUTANG RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 18(4): 529-533.
    Citation: SONG Yuhuan, HUANG Runqiu, JU Nengpan, ZHAO Jianjun, XU Bing. 2010: ROCK MASS STRUCTURE ANALYSIS OF SPILLWAY SLOPE STABILITY AT LIYUTANG RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 18(4): 529-533.

    ROCK MASS STRUCTURE ANALYSIS OF SPILLWAY SLOPE STABILITY AT LIYUTANG RESERVOIR

    • Slope interlayered by sand rock,mud rock and macker in Qianfuyan Formation In the Middle Jurassic generated deformation,such as cracks,relaxation,and creeping along soft discontinuitiesEngineering geology groups of rock masses of Qianfuyan Formation in the Middle Jurassic was divided into group of thin layer mudstone and thin layer sandstone,group of thickbedded sandstone with middle layer sandstone and thin layer mudstone interlayerAccording to detailed study of rock mass structure,soft interlayer was confirmed as key discontinuity for slope stability,and then the stability of superficial slope in cataclastic texture rock mass and blocks combined by discontinuities were analyzed,which indicated that superficial slope stability was worse,and the stability of large scale block was betterThe result accorded with the deformation of slope.
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