刘长礼, 王秀艳. 2004: 低渗透性介质孔隙水渗流规律. 工程地质学报, 12(S1): 65-68.
    引用本文: 刘长礼, 王秀艳. 2004: 低渗透性介质孔隙水渗流规律. 工程地质学报, 12(S1): 65-68.
    LIU Changli, WANG Xiuyan. 2004: THE RESEARCH ON LAWS OF VOID WATER SEEP IN LOW OSMOSIS STRATUM. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 65-68.
    Citation: LIU Changli, WANG Xiuyan. 2004: THE RESEARCH ON LAWS OF VOID WATER SEEP IN LOW OSMOSIS STRATUM. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 65-68.

    低渗透性介质孔隙水渗流规律

    THE RESEARCH ON LAWS OF VOID WATER SEEP IN LOW OSMOSIS STRATUM

    • 摘要: 针对以往对低渗透介质中的孔隙水的渗流规律研究存在的问题,利用微渗流-固结联合试验、三轴渗透固结试验、压汞试验等方法,对低渗透性介质-粘性土中的孔隙水的渗流规律进行了较系统的研究,对孔隙水运移规律的实质、极限水力梯度存在与否、达西定律的适用范围及在实际应用中注意的问题等方面进行探讨,并提出新的见解。

       

      Abstract: Aiming at the exist problems of the research on laws of void water seepage in low osmosis stratum,with means of microseepage-consolidation combined test,triaxial percolated consolidation test,hydrargyrum intrusion test and other tests,this paper details a systemic research on seepage laws of void water in low osmosis stratum- cohesive soil,and discuss void water seep law,utmost hydraulic graddient,the applied scope of Darcy-law,and its applications in practice.

       

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