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桶形基础及其作用下的粉质土海床失稳机制研究的试验设计
引用本文:齐剑峰,冯秀丽,林霖,李安龙,杨少丽,周松望,刘涛. 桶形基础及其作用下的粉质土海床失稳机制研究的试验设计[J]. 中国海洋大学学报(自然科学版), 2002, 32(6): 949-955
作者姓名:齐剑峰  冯秀丽  林霖  李安龙  杨少丽  周松望  刘涛
作者单位:中国海洋大学海洋地球科学院,青岛,266003
基金项目:国家自然科学基金项目 ( 50 0 0 90 0 2 )资助
摘    要:在阅读、分析以往的有关资料的基础上 ,结合实际的试验条件 ,对桶形基础及其作用下的粉质土海床失稳机制研究的试验作出了专门设计。该设计通过配土、设计模型桶基和负压沉贯的操作过程、设置孔压传感器等实验手段 ,努力从土体破坏的角度 ,寻求负压沉贯过程中沉贯负压、沉贯阻力及孔隙水压力之间的变化关系和确定桶基的上拔力。并且指出了数据处理的基本思路 ,以利于课题的深入研究。

关 键 词:模型桶基  孔压传感器  配土  负压沉贯过程  试验设计
文章编号:1001-1862(2002)06-0949-07
修稿时间:2002-04-01

Experimental Design of Bucket Foundation and Unstability Mechanism Research Influenced by Bucket Foundation on Silty Sand Seabed
Qi Jianfeng Feng Xiuli Lin Lin li Anlong Yang shaoli Zhou Songwang Liu Tao. Experimental Design of Bucket Foundation and Unstability Mechanism Research Influenced by Bucket Foundation on Silty Sand Seabed[J]. Periodical of Ocean University of China, 2002, 32(6): 949-955
Authors:Qi Jianfeng Feng Xiuli Lin Lin li Anlong Yang shaoli Zhou Songwang Liu Tao
Abstract:On the basis of reading the relevant data and combining the practical experiment condition, the experiment of bucket foundation and unstability mechanism research influenced by bucket foundation on silty sand seabed were specially designed.Through utilizing the experimental means, as designing model bucket foundation and suction penetration operation process,making up silty sand soil,installing sensor for pore water pressure,and from the direction of the disruptive soil body,the variational relations among penetration suction pressure,penetration resistance and pore water pressure were strenuously searched. Besides those, the basic thinking way of data processing was pointed out,which was in favor of deep research.=
Keywords:model bucket foundation  sensor for pore water pressure  making up silty sand soil  suction penetration process  experimental design
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