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《Coastal Engineering》 2012-01
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Experimental Study of Pore Water Pressure Development Mode of Silt With Different Clay Content Under Dynamic Load

LIU Xiao-yu1,LIU Hui-xin2,3,SUN Yong-fu1,XU Guo-hui2(1.First Institute of Oceanography,State Oceanic Administration,Qingdao 266061,China; 2.Ocean University of China,Qingdao 266100,China;3.Qinhuangdao Mineral Resource and Hydrogeology Brigade,Hebei Geology and Mineral Exploration Bureau, Qinghuangdao 066001,China)  
It is essential to identify the dynamic characteristics of the silty soil in Huanghe Delta under wave load for research on geo-hazard mechanism during huge waves.In this article,silty soil with different clay particle contents from Huanghe Delta is tested using dynamic tri-axial experiments,the relationship between pore water pressure accumulation and clay content is discussed,a normalized pore water pressure accumulation mode is concluded,and the modulus of the accumulation mode is fixed based on the experiment results.
【Fund】: 国家海洋局第一海洋研究所基本科研经费项目——粘粒含量对黄河三角洲海底土波浪响应的研究(2009G16);; 国家自然科学基金资助项目——粉质土海底波致粉砂流及其运动特性研究(41076021)
【CateGory Index】: TU411
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