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- W2351796213 abstract "By using improved triaxial seepage test equipment,a series of seepage tests during shear deformation were performed on clay samples.The permeable behavior of clayey soil during the process of large shear deformation was investigated;and the effects of confining pressure,seepage pressure and seepage directions were discussed.It is shown that the permeability of clayey soil reduced rapidly in initial shear process,and then it changed more and more slowly with increasing axial strain,finally it tended to steady.The permeability is mainly affected by axial strain,confining pressure and seepage pressure." @default.
- W2351796213 created "2016-06-24" @default.
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- W2351796213 date "2010-01-01" @default.
- W2351796213 modified "2023-09-23" @default.
- W2351796213 title "Experimental study of permeability of clayey soil during process of large shear deformation" @default.
- W2351796213 hasPublicationYear "2010" @default.
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