The reseach on the silty soil liquefaction property
Zhu Xiao-k
Abstract
Zhu Xiao-k
Abstract
The silty soil,near the Hangzhou Gulf,is tested in undrainage dynamical triaxial strength and liquefaction tests with different compression ratios,by TYD-20 dynamical triaxial test machine simulating different wave loadings.The affection of frequency variation to liquefaction property is obtained with the changement of wave loading frequency and the comparison of test results.It is concluded that the degree of influence on liquefaction intensity under different vibration frequencies and amplitudes,which supplies an scientific and effective analytical approach of determining the possibility of silty soil liquefaction and additional deformation.
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The silty soil,near the Hangzhou Gulf,is tested in undrainage dynamical triaxial strength and liquefaction tests with different compression ratios,by TYD-20 dynamical triaxial test machine simulating different wave loadings.The affection of frequency variation to liquefaction property is obtained with the changement of wave loading frequency and the comparison of test results.It is concluded that the degree of influence on liquefaction intensity under different vibration frequencies and amplitudes,which supplies an scientific and effective analytical approach of determining the possibility of silty soil liquefaction and additional deformation.
Key concepts: Liquefaction, Geotechnical engineering, Geology, Vibration, Triaxial shear test, Amplitude, Shear (geology), Acoustics