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Schematic of equipotential lines in steady seepage.

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posted on 2020-04-16, 17:33 authored by Wen-Long Mao, Yi-Ming Shu, Ke Gu, Xian-Lei Zhang, Zhen Zhang

Schematic of equipotential lines in steady seepage.

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    Terzaghi soil2 cmfriction angleHorizontal seepage failure modeldam structuresgradient increasesgradient decreasessoil specimen propertieshole increasestest phenomenaseepage failure modessoil seepage failurelaboratory test resultsseepage failuregeotube dam tubessoil parameterspore water pressure

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