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高温后上海软黏土的物理性能试验研究

陈正发 朱合华 闫治国 王玉朋

岩土工程学报Issue(5):924-931,8.
岩土工程学报Issue(5):924-931,8.DOI:10.11779/CJGE201505019

高温后上海软黏土的物理性能试验研究

Experimental study on physical properties of Shanghai soft clay under high temperatures

陈正发 1朱合华 2闫治国 1王玉朋1

作者信息

  • 1. 同济大学土木工程防灾国家重点试验室,岩土及地下工程教育部重点试验室,上海200092
  • 2. 山东理工大学建筑工程学院,山东淄博255049
  • 折叠

摘要

Abstract

The temperature effect of soil is a hot issue in geotechnical engineering. However, the researches on the physical properties of soil in high-temperature environment over 100˚C are still insufficient. A kind of self-developed high-temperature heating apparatus is introduced, by which the variations of mass, moisture content, diameter and height of different soft clay samples from Shanghai are measured in the high-temperature environment of 105˚C, 120˚C, 150˚C and 200˚C for 2.5 hours or 4.0 hours. The variations of soil conductivity under 105˚C, 150˚C and 200˚C for 4.0 hours are also examined. The experimental results indicate that the volume and saturation of Shanghai soft clay decrease with the increasing temperature while the dry density of soil samples increases, and the trends of variations turn slow. The longer the heating time is, the greater the variation values of volume, saturation and dry density. The high temperature causes the increase of thermal conductivity for wet soil and dry soil and the thermal conductivity of dry soil is less than that of wet soil. Plastic deformation and heat hardening can be found for the soft clay in high-temperature environment, and the high temperature significantly affects the thermal conductivity of soft clay above 100˚C.

关键词

高温环境/软黏土/物理性能

Key words

high-temperature environment/soft clay/physical property

分类

建筑与水利

引用本文复制引用

陈正发,朱合华,闫治国,王玉朋..高温后上海软黏土的物理性能试验研究[J].岩土工程学报,2015,(5):924-931,8.

基金项目

国家自然科学基金项目(51478345);土木工程防灾国家重点实验室自主课题资助项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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