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MEASUREMENT SETTLEMENT ANALYSIS AND STATISTIC SETTLEMENT FORECAST MODEL OF SHUIBUYA CFRD

机译:水布YA CFRD的测量沉降分析和统计沉降预测模型。

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摘要

In situ Measurement settlement of Shuibuya concrete face rockfill dam is analyzed and a coupled exponential statistic settlement forecast model is proposed. The settlement,contours are in good regularity and the maximum value is about 1% of constructed embankment height, average calculated vertical compression modulus is above 100 MPa which indicates satisfied compaction quality. Statistic settlement forecast model is proposed considering influence factors such as embankment gravity weight, water press and rheological properties of rockfill materials.
机译:分析了水布ya混凝土面板堆石坝实测沉降,提出了一种耦合的指数统计沉降预测模型。沉降,轮廓规律性良好,最大值约为所建路堤高度的1%,平均算得的垂直压缩模量大于100 MPa,表明压实质量令人满意。结合路堤重力,水压和堆石料流变特性等影响因素,提出了统计沉降预测模型。

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