In order to investigate the regulation of pore water pressure of silty soils
a series of dynamic cyclic tests on saturated and disturbed silt were carried out in a new universal triaxial torsional shear apparatus of Hohai University. The special was that the tests didn’t complete when the initial liquefaction appeared until the pore water pressure had been in a smoothly way
which could simulate the severity of liquefaction after liquefaction and also describe the whole process of pore water pressure generation. It is found that the regulation of pore water pressure curve can be fitted by an improved exponential function. The function can fit much achievements of other scholars and also make up the limitation that pore water pressure is larger than confining pressure. Both theoretical analysis and test data validation indicate the applicability of the pore water pressure expression.
Collapse characteristics and unified pore water pressure model of slightly- anisotropically consolidated dense silt under principal stress axis rotation
Factor analysis of fitting parameter for saturated silt arcsin pore water pressure under wave loading
Study of liquefaction evaluation used in indoor test of silt, silty sand mixed clay
Experimental study of foundation treatment with vacuum well-point dewatering
Experimental analysis of scouring of debris flow initiation process under steady seepage condition
Related Author
SHEN Yang
ZHANG Peng-ju
YAN Jun
LIU Han-long
ZHANG Chi
ZHANG Jian
GAO Yu-feng
SHEN Yang
Related Institution
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University
Geotechnical Research Institute, Hohai University
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University,.
Geotechnical Research Institute, Hohai University
Geotechnical Institute of Civil Faculty of Tianjin University