Abstract：
The salinized soft soil of the high salt content has widely distributed in coastal area. Underground water level changes, resulting in inshore saline soil salinity of the corresponding change, which can produce many engineering problems, such as melt sinking, salt-heaving and corrosion of pile body. The method of replacement or pile composite foundation often adopted in shallow saline soil foundation treatment. This article selects the Tianjin coast chlorine saline soil as the research object, using lime soil replacement method for ground treatment, based on the modified experimental apparatus, to study the influence of different erosion time, different erosion liquid concentration and different upper loads to lime soil reinforcement, getting the changing rule of the lime soil deformation and intensity with erosion time, erosion solution concentration and the upper load. The results of the study can further deepen the understanding of inshore saline soil.
ZHANG Jian-xin,JIANG Ping-lin,LI Yan. Deformation and strength of lime soil foundation under coast chlorine salt environment[J]. Architecture Technology, 2016, 47(6): 495-.
