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水泥稳定碎石基层长期浸水及冻融试验研究

吴瑞麟 张良陈 韩卓 樊金山

华中科技大学学报:自然科学版2011,Vol.39Issue(10):113-115,3.
华中科技大学学报:自然科学版2011,Vol.39Issue(10):113-115,3.

水泥稳定碎石基层长期浸水及冻融试验研究

Long-term water immersion and freeze-thaw cycles experiment of cement-stabilized macadam bases

吴瑞麟 1张良陈 2韩卓 3樊金山1

作者信息

  • 1. 华中科技大学土木工程与力学学院,湖北武汉430074
  • 2. 华中科技大学控制结构湖北省重点实验室,湖北武汉430074
  • 3. 湖北省交通规划设计院,湖北武汉430051
  • 折叠

摘要

Abstract

At present,cement-stabilized macadam is a typical base course material widely used in highway and street engineering in China,whose strength change will directly affect the service life of the road under long-term water immersion and freeze-thaw cycles.The changing compressive strength and tensile strength of the cement-stabilized macadam base samples were tested.Their conditions were as follows: laboratory test static load with immersion time 10~360 d.The comparison between the compressive strength of the samples before and after the freeze-thaw cycles(-8~8℃) were researched and discussed.The result of the experiment shows that the compressive strength and tensile strength both keep up a fast growth trend at earlier stage and stay smooth trend at late stage while the compressive strength does not decrease apparently after three freeze-thaw cycles.Thus,the cement-stabilized macadam base can hold over its performance in the condition of long-term water immersion and freeze-thaw cycles.

关键词

道路工程/基层/水泥稳定碎石/浸水/冻融/抗压强度/间接抗拉强度

Key words

highway and street engineering/base course/cement-stabilized macadam/immersion/freeze-thaw cycles/compressive strength/tensile strength

分类

建筑与水利

引用本文复制引用

吴瑞麟,张良陈,韩卓,樊金山..水泥稳定碎石基层长期浸水及冻融试验研究[J].华中科技大学学报:自然科学版,2011,39(10):113-115,3.

基金项目

武汉市建委科技计划资助项目 ()

华中科技大学学报:自然科学版

OA北大核心CSCDCSTPCD

1671-4512

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