Frontiers of Structural and Civil Engineering
>> 2007,
Volume 1,
Issue 4
doi:
10.1007/s11709-007-0057-4
Experimental investigation of the influence on static and cyclic deformation of structural soft clay of stress level
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China; |
Available online: 2007-12-05
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Abstract
This paper presents the experimental results performed to study the static and cyclic deformation behavior of undisturbed and remolded soft clays sampling from Xiaoshan. The consolidation tests indicated that the vertical strains of