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辽西地区风积土结构特性试验研究
引用本文:张向东,刘功勋,于崇,孙国志.辽西地区风积土结构特性试验研究[J].岩土力学,2008,29(3):691-695.
作者姓名:张向东  刘功勋  于崇  孙国志
作者单位:辽宁工程技术大学,土木建筑工程学院,辽宁,阜新,123000
基金项目:国家自然科学基金 , 辽宁省教育厅资助项目
摘    要:在一系列室内固结试验的基础上,探讨了风积土的固结与结构特性.试验结果表明,风积土在不同状态下表现出不同的压缩性,主要反映在e-p压缩曲线上.风积土的e-lgt关系曲线与饱和黏土明显不同,主要是因为它们的细观结构和结构性不同.同时,固结系数和固结压力有较好的相关性.此外,比较阜新与其他地区的土体,说明其具有特殊的结构性.

关 键 词:风积土  压缩性  固结系数  固结压力  结构性  辽西地区  土结构  特性试验  研究  Liaoning  Province  western  area  soil  aeolian  character  structural  study  土体  阜新  比较  相关性  固结压力  固结系数  结构性  细观结构  饱和黏土
文章编号:1000-7598-(2008)03-0691-05
收稿时间:2006-07-04
修稿时间:2006年7月4日

Testing study on structural character of aeolian soil in western area of Liaoning Province
ZHANG Xiang-dong,LIU Gong-xun,YU Chong,SUN Guo-zhi.Testing study on structural character of aeolian soil in western area of Liaoning Province[J].Rock and Soil Mechanics,2008,29(3):691-695.
Authors:ZHANG Xiang-dong  LIU Gong-xun  YU Chong  SUN Guo-zhi
Institution:Institute of Civil Engineering & Architecture, Liaoning Technical University, Fuxin 123000, China
Abstract:Based on a series of laboratory consolidation tests, the consolidation behavior and structural character of aeolian soil are discussed. The tests show that the aeolian soil represent different compressibilities in different variant conditions; it reflects mainly in e-p compression curve. The e-lgt curve is different obviously from saturated clay; it mainly because they have different microstructure and structural character. At the same time, there is a significant correlativity between the coefficient of consolidation and the consolidation pressure. Furthermore, it shows that the aeolian soil has special structural character by comparing the soil in Fuxin with the soil in other areas.
Keywords:aeolian soil  compressibility  coefficient of consolidation  consolidation pressure  structural character  
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