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Investigation of the hydro-mechanical behaviour of compacted expansive clay
《Frontiers of Structural and Civil Engineering》2010年第2期154-164,共11页Yujun CUI An Ninh TA Anh Minh TANG Yingfa LU 
This work was supported by the Chutianscholar program.
The hydro-mechanical behaviour of compacted expansive Romainville clay was investigated.The soil was air-dried,crushed,and passed through a 2 mm sieve before being statically compacted to a dry density of 1.35 Mg/m3.T...
关键词：Romainville clay suction control oedometer test large infiltration task hydro-mechanical behaviour 
Nonlinear elastic model for compacted clay concrete interface
《Frontiers of Structural and Civil Engineering》2009年第2期187-194,共8页R.R.SHAKIR Jungao ZHU 
This study was achieved under the support of China Scholarship Council(CSC)(Grant No.2006368T15);Financial support from the project“Test study on the properties of coarse-grained soils for high earth rockfill dam under high and complex stress conditions”(Grant No.50639050)from NSFC
In this paper,a nonlinear elastic model was developed to simulate the behavior of compacted clay concrete interface(CCCI)based on the principle of transition mechanism failure(TMF).A number of simple shear tests were ...
关键词：interface modeling FRICTION soil structure interface soil structure interaction simple shear test 
Behavior of compacted clay-concrete interface被引量：3
《Frontiers of Structural and Civil Engineering》2009年第1期85-92,共8页R.R.SHAKIR Jungao ZHU 
supported by the China Scholarship Council(No.2006368T15);the National Nature Science Foundation of China(Grant No.50639050)。
Tests of interface between compacted clay and concrete were conducted systematically using interface simple shear test apparatus.The samples,having same dry density with different water content ratio,were prepared.Two...
关键词：soil structure interaction simple shear test INTERFACE FRICTION compacted clay interface modeling 
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