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受压花岗岩砂质粘性土结构性的试验及研究
引用本文:高广运,戴继,刘小敏. 受压花岗岩砂质粘性土结构性的试验及研究[J]. 建筑科学, 2009, 25(1)
作者姓名:高广运  戴继  刘小敏
作者单位:同济大学,岩土及地下工程教育部重点实验室,上海,200092;深圳市勘察研究院,广东,深圳,518100
摘    要:通过引入应力综合结构势来分析花岗岩砂质粘性土的结构性.以深圳宝安区新龙园二期工程施工工地的砂质粘性土为例,对土样进行原状、饱和、重塑状态下的压缩试验,得到结构性参数曲线,得出含水量、干密度及压力的变化对砂质粘性土的结构性有显著影响的结论.

关 键 词:砂质粘性土  结构性  结构性参数  压缩试验

Analysis of Structural Character for Sandy Clay by Compression Test
GAO Guang-yun,DAI Ji,LIU Xiao-min. Analysis of Structural Character for Sandy Clay by Compression Test[J]. Building Science, 2009, 25(1)
Authors:GAO Guang-yun  DAI Ji  LIU Xiao-min
Affiliation:1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai 200092;China;2.Shenzhen Investigation & Research Institute;Shenzhen 518100;Guangdong;China
Abstract:Through introducing the comprehensive structure potential parameter of stress,the paper analyzes the structural characters of sandy clay.According to the samples of the sandy clay of the construction location of New Longyuan project II in Baoan district,Shenzhen,the paper made the confined compression tests in their intact,saturated and remoulded conditions to obtain the curves of the structural parameter,and inspected how the water content,dry density and pressure had an effect on the structural characters...
Keywords:sandy clay  structural character  structural parameter  compression test  
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