The test study on the silt of Xu-Su district in Jiangsu Province has been carried out. The results show that the silt of this area is of weak plasticity
low cohesiveness
high dispersion and low strength. The lime
cement adding lime
and stabilizer SEU-2 have been used to stabilize the silt respectively. The data of unconfined compression strength and dry-shrinkage tests show that the stabilizing effect of the stabilizer SEU-2 is the best one.
Collapse characteristics and unified pore water pressure model of slightly- anisotropically consolidated dense silt under principal stress axis rotation
Experimental research on ground improvement of silt using impact roller compaction
Strength characteristics of isotropically consolidated silt under change of principal stress orientation and correlative evaluation method with collapse energy
Stability of high relative density silt under cyclic principal stress axis rotation
Liquefaction characteristics of silts with different strengths at Yellow River estuary
Related Author
ZHANG Chi
LIU Han-long
YAN Jun
ZHANG Peng-ju
SHEN Yang
DING Tian-rui
XIAO Yuan-yuan
YE Guan-bao
Related Institution
Geotechnical Research Institute, Hohai University
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University
Huai’an Airport Construction Headquarters, Huai’an
Shanghai CAAC New Era Airport Design & Research Institute Co., Ltd.
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University