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合六高速公路膨胀土工程特性试验研究
引用本文:蒋金平,郑明新.合六高速公路膨胀土工程特性试验研究[J].华东交通大学学报,2008,25(1):7-11.
作者姓名:蒋金平  郑明新
作者单位:1. 华东交通大学,土木建筑学院,江西,南昌,330013;南昌铁路勘测设计院,江西,南昌,330002
2. 华东交通大学,土木建筑学院,江西,南昌,330013
摘    要:合六高速公路沿线膨胀土分布广泛,通过现场取样和室内试验分析,得到了膨胀土的矿物成分、基本物性指标及压实特性、膨胀特性及强度等反映其工程特性的综合评价指标,通过击实试验确定了不同击实功条件下弱膨胀土和中膨胀土的最佳含水量,为该地区膨胀土的科学治理提供了可靠的依据.

关 键 词:膨胀土  物性指标  压实特征  胀缩特性  强度
文章编号:1005-0523(2008)01-0007-05
修稿时间:2007年10月31

Test Investigation of Expansive Soil Engineering Characteristics of He-Liu Expressway
JIANG Jin-ping,ZHENG Ming-xin.Test Investigation of Expansive Soil Engineering Characteristics of He-Liu Expressway[J].Journal of East China Jiaotong University,2008,25(1):7-11.
Authors:JIANG Jin-ping  ZHENG Ming-xin
Institution:JIANG Jin-ping, ZHENG Ming-xin (1. Institute of Civil Engineering, East China Jiaotong University, Nanehang 330013; 2. Survey & Design Institute of Nanehang Railway Administration, Nanehang 330002, China)
Abstract:Expansive siol is distributed widely along He-Liu expressway.The comprehensive evaluating indicators of the expansive soil on engineering characteristics,such as minal components,the basic index of physical appearance,the compacted property,swell-shrink characteristics and strength and so on,are obtained by spot sampling and laboratory tests.The optimum moisture contents of weak and meduim expansive soils are determined under the different compacted power.The reliable evidence is provided for the scientific improvement in expansive soil area.
Keywords:expansive siol  physical indicators  compacted property  swell-shrink characteristics  strength
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