DocumentCode :
3236597
Title :
Test research of the influence of the rate of water content on the consolidation and creep of the soft clay
Author :
Tang Bin ; Wang Ren
Author_Institution :
Urban Constr. Coll., Wuhan Univ. of Sci. & Technol., Wuhan, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
804
Lastpage :
807
Abstract :
The rate of the water content in the soil has very an important influence on the consolidation and creep character of the soft clay. The indoor test research of the coupled consolidation and creep character of the typical soft clay in Wuhan region in different rates of water content has been done, combined with the deformation character of the soil. By analyzing the curve of the strain and time of the soil in the same deviatoric stresses, the same drainage conditions, and different rates of water content, the result indicates:(1)in drained condition, the higher the rate of water content, the bigger the deformation of the sample;(2)in undrained condition, in low stress level, the influence of the initial rate of water content to the deformation of the sample is not obvious; in high stress level, the lower the rate of water content ,the bigger the deformation of the sample.
Keywords :
creep; geotechnical engineering; soil; soft clay consolidation; soft clay creep; soil deformation character; water content rate; Buildings; Creep; Loading; Rivers; Soil; Strain; Stress; consolidation; creep; rate of water content; soft clay; test research;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775256
Filename :
5775256
Link To Document :
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