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黏性土水理性质温度效应研究

邵玉娴 施斌 刘春 顾凯 唐朝生

岩土工程学报2011,Vol.33Issue(10):1576-1582,7.
岩土工程学报2011,Vol.33Issue(10):1576-1582,7.

黏性土水理性质温度效应研究

Temperature effect on hydro-physical properties of clayey soils

邵玉娴 1施斌 2刘春 1顾凯 1唐朝生1

作者信息

  • 1. 南京大学地球科学与工程学院地球环境计算工程研究所,江苏南京210093
  • 2. 国家气候中心,北京100081
  • 折叠

摘要

Abstract

Temperature has great influence on the hydro-physical properties of clayey soils,such as Atterberg limits,swelling and permeability.This temperature effect may be distinct among different types of soils.In order to systematically study the regularity and mechanism of the effect,this research is conducted to evaluate the adsorbed water content,Atterberg limits,swelling and permeability through laboratory study in the range of 5℃-50℃,among three common types of clayey soils in Nanjing with different mineral compositions.The results indicate that the liquid limit reduces,the swelling increases,the permeability increases with rising temperature,and the temperature effect is fundamentally due to the change of adsorbed water content.Hydrophilic minerals,which contain large amounts of adsorbed water,play an important role in the temperature effect.With the increase of hydrophilic minerals,the temperature effect on the liquid limit increases and the effect on the swelling ratio decreases.The content of the hydrophilic minerals has significant impact on the temperature effect of permeability.The results of adsorbed water content show that the adsorbed water transports to penetrate water and free water when temperature rises,and permeability may increase by tenfold.It indicates the laws and mechanism of the temperature effect on three basic hydro-physical properties of clayey soils,which provides a theoretical basis for assessment and prevention of corresponding geological hazards.

关键词

黏性土/水理性质/温度/机理

Key words

clayey soils/hydro-physical property/temperature/mechanism

分类

建筑与水利

引用本文复制引用

邵玉娴,施斌,刘春,顾凯,唐朝生..黏性土水理性质温度效应研究[J].岩土工程学报,2011,33(10):1576-1582,7.

基金项目

国家自然科学基金重点项目 ()

江苏省普通高校研究生科研创新计划项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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