A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2019; you can also visit the original URL.
The file type is
Ultra-soft clay generally has properties such as a large water content, a large void ratio, a large liquid index, companied with physical properties of a small coefficient of consolidation, a low soil strength and a small inner friction angle in quick-shearing test. Under a preload of 80 kPa, the ratio of settlement to soil height reaches 50%, much larger than that for common soft soil. When the consolidation pressure is less than 200 kPa, large changes occur in deformation and void ratiodoi:10.3208/jgssp.chn-26 fatcat:hcljstdx5fg4zfi5s6rxa2ucwu