Plastic wick drain and preloading method is adopted to consolidate the soft ground. The construction procedure is reasonably planned; and the systems of drainage and monitor are reasonably arranged. Through analyzing the results of monitoring and checking data
it is shown that the effect of consolidation of soft ground is excellent; and the design standard is reached.
Study on one-dimensional consolidation behavior of saturated clay under cyclic loading
Some computation tables for nonlinear consolidation of soft soil and its application
Consolidation solution of soil around single-pile after pile sinking
Soil of consolidation with partially penetrated vertical drains under complicated loadings considering three-dimensional seepage in soil beneath vertical drain
Study on composite modelfor vibro-replacement stone column foundation by FEM
Related Author
WANG Shao-mei
XIA Sen-wei
JIANG Jun
WEN Jie-bang
WANG Yue-wei
XIE Kang-he
HU An-feng
YING Hong-wei
Related Institution
Hangzhou Institute of buildings safety appraisal
College of Civil Engineering and Architecare, Zhejiang University
MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University
Hangzhou Tongda Architectural Group Company
Research Institute of Geotechnical Engineering Hohai University