›› 2006, Vol. 27 ›› Issue (S1): 1002-1006.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Influence on microshock liquefaction by permeable layer and confining stratum of soil in Yellow River delta

ZHANG Ke1, JIA Yong-gang2, LIU Zheng-yin1, SHAN Hong-xian2, XU jian1   

  1. 1. Shandong Provincial Communications Planning and Design Institute, Jinan 250031, China; 2.Ocean University of China, Qingdao 266003, China
  • Received:2006-04-17 Published:2006-12-15

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Abstract: The influence on microshock liquefaction by different permeable boundaries of soil is variant. Combinations of permeable layer and confining stratum are used in the paper. Filed in situ cyclic loading test and indoor vibration testing of soil samples are made. The analysis of test phenomena and variation of density, water content and void ratio of soil sample in cyclic loading test is made to study the influence on soil liquefaction by combinations of permeable layer and confining stratum and different direction of vibration force. The soil is belonged to marine deposit of Yellow River delta.

Key words: Yellow River delta, cyclic loading test, permeable layer, confining stratum, microshock liquefaction

CLC Number: 

  • TU 411.4
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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