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- W2356303939 abstract "Through simplifying the leakage characteristics caused by non-confirming deformation between canal slope and pile foundation of cross-canal structure in South-to-North Water Diversion Project to a partially penetrated injection well,while considering the influence of crevice around the piles,we conduct saturated-unsaturated seepage calculation at contact area of pile-soil by SEEP/W software,and obtain the leakage volume and the impact range.The numerical model is proved to be reliable after a comparison between calculation and analytical results.The results show that,the leakage volume shows a linear increase with the increase of pile depth;for the medium and weak permeable section,the leakage volume is increased 10% by the crevice around piles and the seepage field within the range of 10 times pile diameter around the pile is influenced obviously." @default.
- W2356303939 created "2016-06-24" @default.
- W2356303939 creator A5038778039 @default.
- W2356303939 date "2011-01-01" @default.
- W2356303939 modified "2023-09-25" @default.
- W2356303939 title "Research on laws of leakage of contact crevice between canal slope and pile foundation of cross-channel structure" @default.
- W2356303939 hasPublicationYear "2011" @default.
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