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深水土工调查技术和分析方法新进展
引用本文:王淑云,鲁晓兵.深水土工调查技术和分析方法新进展[J].海洋工程,2007,25(2):126-130.
作者姓名:王淑云  鲁晓兵
作者单位:中国科学院,力学研究所,北京,100080
基金项目:中国科学院知识创新十五重大项目资助(KJCX2-SW-L03-0140025103)
摘    要:简要介绍了近年来国外在深水土工调查技术和分析方法方面取得的新进展,包括:钻孔取样技术在钻入模式和取样器的多样化和有效组合,从而实现不同水深和不同土类条件下的高质量取样;带孔压测量的圆锥触探试验在测量方法、孔压测量单元设计、探头的小型化和多样化、数据的快速传输以及分析理论方面的进展;减少土样扰动,准确评估粘土不排水抗剪强度的“SHANSEP”室内试验方法及应用。

关 键 词:土工调查  钻孔取样  触探试验  土样扰动
文章编号:1005-9865(2007)02-0126-05
收稿时间:2006-04-24
修稿时间:2006-04-24

Recent advances in techniques and analytic methods of deepwater geotechnical investigation
WANG Shu-yun,LU Xiao-bing.Recent advances in techniques and analytic methods of deepwater geotechnical investigation[J].Ocean Engineering,2007,25(2):126-130.
Authors:WANG Shu-yun  LU Xiao-bing
Institution:Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080, China
Abstract:New advances in techniques and analytic methods of deepwater geotechnical investigation in recent years are introduced briefly.Drilling mode and sampling equipment in drilling and sampling techniques are diversified and effectively assembled in order to obtain good quality samples in different water depth and soil conditions.Piezo-cone penetration test was developed in the measurement method,design of porepressure unit,mini-size and multi-type of cone,in-time transmitting of data and the method of analysis.The concept and application of "SHANSEP" were proposed as a new laboratory test method which can minimize the sampling disturbance and more correctly estimate the undrained shear strength of clay.
Keywords:geotechnical investigation  drilling and sampling  cone penetration  sampling disturbance
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