YIN Yueping, YAN Yi, CHEN Bo, TANG Huiming, LIN Tong. 2003: DEFORMATION AND FAILURE OF SUPER-HIGH REINFORCED RETAINING WALL AND ITS REMEDIATION IN WUSHAN NEW TOWN ON THE THREE-GORGES RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 11(1): 89-99.
    Citation: YIN Yueping, YAN Yi, CHEN Bo, TANG Huiming, LIN Tong. 2003: DEFORMATION AND FAILURE OF SUPER-HIGH REINFORCED RETAINING WALL AND ITS REMEDIATION IN WUSHAN NEW TOWN ON THE THREE-GORGES RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 11(1): 89-99.

    DEFORMATION AND FAILURE OF SUPER-HIGH REINFORCED RETAINING WALL AND ITS REMEDIATION IN WUSHAN NEW TOWN ON THE THREE-GORGES RESERVOIR

    • A super high reinforced retaining wall 57 m high is analyzed in combination with waste soil rock disposal and enlargement of land use by filling in the Wushan county, an typical site of relocation of the Three Gorges. The FLAC is applied to simulating stress state, deformation and failure process. And the pressure distribution at the wall back, subsidence of plate and filling, and fabric belt tense force is studied by using centrifuge modeling, a model of three-step wall is setup. A complete program is suggested to remedy the damage wall.
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