Development of the Liquefaction Zone of Saturated Sand Foundation under Horizontal Vibration

Zhang Jinlai; Lu Xiaobing; Wang Shuyun

Jul. 2021

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Zhang Jinlai, Lu Xiaobing, Wang Shuyun. Development of the Liquefaction Zone of Saturated Sand Foundation under Horizontal Vibration[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 8-10.

Citation:

Zhang Jinlai, Lu Xiaobing, Wang Shuyun. Development of the Liquefaction Zone of Saturated Sand Foundation under Horizontal Vibration[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 8-10.

Zhang Jinlai, Lu Xiaobing, Wang Shuyun. Development of the Liquefaction Zone of Saturated Sand Foundation under Horizontal Vibration[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 8-10.

Citation:

Zhang Jinlai, Lu Xiaobing, Wang Shuyun. Development of the Liquefaction Zone of Saturated Sand Foundation under Horizontal Vibration[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 8-10.

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Development of the Liquefaction Zone of Saturated Sand Foundation under Horizontal Vibration

Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080 China

Received Date: 2003-11-17
Available Online: 2021-07-08

Abstract

Abstract

Through analyzing the liquefaction zone development of the saturated sand caused by horizontal vibration distributing along depth,it is shown that the liquefaction occurs near the loading end and then develops faraway.The liquefaction development of the saturated sand increases with the increase of loading amplitude and loading frequency and the decrease of the modulus.In the frequency range considered,the deformation on the surface and the pore pressure increase with the increase of the frequency.
- saturated sand,
- liquefaction zone,
- horizontal vibration loading