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中文摘要：
结合江西峡江枢纽控制工程中的库区抬田研究课题,开展多元结构地基上抬田饱和非饱和渗流模型试验研究。结果表明,在稳定渗流条件下,防渗层内部的天然水头势随时间变化属于饱和-非饱和渗流,孔隙水压力总体较小,负压水头势在防渗层以上部分表现为随埋深增加而增大;在有地下水顶托时抬田结构渗流量稍有增加。但均符合设计规范对地基渗流的要求,用试验结果修正的三维有限元计算模型对抬田结构进行模拟计算,大量减少了试验工作量,且结果满足实际工程需要。
英文摘要：
In this paper,established multi-base foundation model to carry out field saturated-unsaturated seepage model test by the project of Xiajiang reservoir dipping.Experimental results,under the conditions of steady seepage,potential head change over time is saturated-unsaturated within the impermeable layer,pore water pressure is overall lower,potential head increase allowing depth upper impermeable layer.Multi-raising foundation seepage slightly increased in backwater of reservoir water,but still within the permissible range.The results of experiment model reduce a large number of experiments to the workload and the results meet the actual engineering.
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Research on Hydro-Mechanical Coupling Characteristics on Soil-Structure Interface in High Earth Rock
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