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人工制备结构性土力学特性试验研究
引用本文:刘恩龙,沈珠江. 人工制备结构性土力学特性试验研究[J]. 岩土力学, 2007, 28(4): 679-683
作者姓名:刘恩龙  沈珠江
作者单位:清华大学 水电工程系,北京 100084
摘    要:通过对结构性土的研究可以掌握天然土受荷过程中的变形破损过程, 从而为考虑土结构性的结构物设计、地基加固等提供依据。本文尝试了一种简单可行的结构性土样的人工制备方法, 通过在原状土料中加入少量水泥和盐粒以形成颗粒间的胶结作用和大孔隙组构以模拟天然黏土的结构性。然后进行了室内压缩试验和不同胶结强度土样在排水和不排水条件下的三轴剪切试验,分析结构性土样的力学特性,以探讨结构性土的破损过程和变形机理。

关 键 词:结构性土  人工制备  力学特性  破损过程  
文章编号:1000-7598-(2007)04-0679-05
收稿时间:2005-05-19
修稿时间:2005-05-19

Experimental study on mechanical properties of artificially structured soils
LIU En-long,SHEN Zhu-jiang. Experimental study on mechanical properties of artificially structured soils[J]. Rock and Soil Mechanics, 2007, 28(4): 679-683
Authors:LIU En-long  SHEN Zhu-jiang
Affiliation:Department of Hydraulic and Hydropower Engineering, Tsinghua University, Beijing 100084, China
Abstract:The deformation and breakage processes of natural soil under loading can be obtained by study on structured soils, on which the design of construction and soil improvement can be based when the structural influence is considered. By adding kaolin soil, cement and salt particles with different contents into the original soil samples, a new and simple artificial preparation method is presented to prepare the structured soil samples, whose natural structures, bonding and fabric between soil particles are formed. Then the compression tests and triaxial compression tests on artificial structured soils with different bonding strengths under drained and undrained conditions are conducted to study the mechanical characteristics, the breakage processes and the deformation mechanism of structured soils.
Keywords:structured soil   artificial preparation   mechanical properties   breakage process
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