Paper Publications
- [1]Zeng L L,Cai Y Q and Han J.Change of hydraulic conductivity during compression of undisturbed and remolded clays:Applied Clay Science,2011,51(1-2):86-93
- [2]Hong Z S,Cheng L,Cai Y Q,Cui Y J,Zeng L L.Compression behaviour of natural and reconstituted clays:Géotechnique,2012,62(4):291-301
- [3]Hong Z S,Zeng L L,GaoY F,Cui Y J,Bian X.Effect of initial water content on undrained shear behavior of reconstituted clays:Géotechnique,2013,63(6):441–450
- [4]Zeng L L,Hong Z S.Determining the virgin compression lines of reconstituted clays at different initial water contents:Canadian Geotechnical Journal,2015,52(9):1408-1415
- [5]Zeng L L.Experimental study of primary consolidation time for structured and destructured clays:Applied Clay Science,2015(116-117C):141-149
- [6],Cui Y J,Hong Z S.On the volumetric strain–time curve patterns of dredged clays during primary consolidation:Géotechnique,2015,65(12):1023-1028
- [7],Cui Y J,Hong Z S.Time-dependent compression behaviour of dredged clays at high water contents in China:Applied Clay Science,2016(123):320-328
- [8],Wang C and Yang Z Z,Hong Z S.Experimental study on physical properties of clays with organic matter soluble and insoluble in water:Applied Clay Science,2016(132-133):660-667
- [9],Gao Y F,Hong Z S.Practical estimation of compression behaviour of dredged clays with three physical parameters:Engineering Geology,2017(217):102-109
- [10],GaoY F,Hong Z S.One-dimensional compression behaviour of reconstituted clays with and without humic acid:Applied Clay Science,2017(144):45–53
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MOBILE Version
