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陈愈炯, 徐家海. 窄巷口水电站坝基防渗墙的稳定[J]. 岩土工程学报, 1986, 8(4): 38-44.
引用本文: 陈愈炯, 徐家海. 窄巷口水电站坝基防渗墙的稳定[J]. 岩土工程学报, 1986, 8(4): 38-44.
Chen Yujiong, Xu Jiahai. Stability of Diaphragm Wall of the Zhaixiangkou Hydropower Plant[J]. Chinese Journal of Geotechnical Engineering, 1986, 8(4): 38-44.
Citation: Chen Yujiong, Xu Jiahai. Stability of Diaphragm Wall of the Zhaixiangkou Hydropower Plant[J]. Chinese Journal of Geotechnical Engineering, 1986, 8(4): 38-44.

窄巷口水电站坝基防渗墙的稳定

Stability of Diaphragm Wall of the Zhaixiangkou Hydropower Plant

  • 摘要: 正常运行了十多年的窄巷口水电站的挡水坝,由一个承受拱坝坝体重量的基础拱桥和一个承受库水压力的拱坝组成。拱桥下面的河床复盖层没有被挖掉,坝基采用与拱桥联接的混凝土防渗墙防渗。防渗墙在库水压力下的稳定性主要取决于复盖层中的泥炭的抗剪强度。本文介绍有关泥炭的形成和力学性质,以及提高泥炭抗剪强度和确保防渗墙稳定的措施等。

     

    Abstract: The water retaining structure of the Zhaixiangkou Hydropower Plant was a dam of special type, which consisted of a concrete arch dam founded on a arch bridge across the river, and a diaphragm wall down into the gravel deposit containing peat layers. The stability of the diaphragm wall against the pressure of reservoir water depended largely upon the shear strength of the peat.This paper presents the formation of the peat layers and their geotechnical properties measured. For ensuring the stability of diaphragm wall, method of increasing the shear strength of peat as well as various engineering measures are discussed. The plant has performed satisfactorily for fifteen years.

     

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