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岩石力学与工程学报 2004
ANAYLYSIS AND REMEDY OF PILES UNDER EMBANKMENT ON SOFT SOIL FOUNDATION
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Abstract:
Embankment on soft soils, especially unsymmetrical embankment often leads to pile reflection or damage. In order to seek better ways to prevent such problems,an analysis method is presented based on the experience obtained from two of such projects,and some remedy methods are proposed to protect the piles from damage. The presented results may also be helpful to other projects in pile design and construction in hydraulic and civil engineerings.