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ON CONSOLIDATION CREEP BEHAVIOUR OF MARINE SOFT SOIL

WANG Chang_ming 1, XIAO Shu_fang 1,XIA Yu_bin 2, LIU Cheng_min 2 (1.Changchun University of Science and Technology, Changchun 130026, China; 2.Tianjin Off-shore and Land Geotechnology Co. Ltd. , Tianjin 300222, China)  
The test result of multi-step consolidation creep of marine soft soil shows that the consolidation of the soil has nonlinear,irreversible and time dependent behaviours. Furthermore, a new concept of time-effect coefficient of creep consolidation is proposed and a nonliear constitutive relation which may reflect the one-dimensional consolidation creep of marine soft soil is established.
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