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滨海地区改性盐渍土的微观结构特征
引用本文:王旭鹏,乔兰.滨海地区改性盐渍土的微观结构特征[J].交通标准化,2008(14).
作者姓名:王旭鹏  乔兰
作者单位:北京科技大学土木与环境工程学院
基金项目:河北省交通厅科研项目(Y-050123)
摘    要:通过研究滨海地区盐渍土的工程特性以及含盐量与渗透系数的关系,进行改良盐渍土机理及其微观结构和特征的相关分析,可进一步验证该改良盐渍土的实用性。

关 键 词:盐渍土  固化剂  渗透系数  无侧限抗压强度

Microcosmic Structural Features of Stabilizer-improved Saline Soil in Coastal Areas
WANG Xu-peng,QIAO Lan.Microcosmic Structural Features of Stabilizer-improved Saline Soil in Coastal Areas[J].Communications Standardization,2008(14).
Authors:WANG Xu-peng  QIAO Lan
Institution:WANG Xu-peng; QIAO Lan(Civil & Environment Engineering School; University of Science and Technology Beijing; Beijing 100083; China);
Abstract:Research is conducted against the features of saline soil′s engineering and the relation be-tween salt content and permeability coefficient in coastal areas.The related analysis about improved saline soil′s mechanism,microstructure and characteristic can further verify the practicability.
Keywords:saline soil  firming agent  permeability coefficient  unconfined compression
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