贵州玄武岩残积土崩解特性试验研究

唐军; 余沛; 魏厚振; 孟庆山

贵州玄武岩残积土崩解特性试验研究

1.
贵州省交通规划勘察设计研究院股份有限公司贵阳 550001;
2.
天津城市建设学院土木工程系天津 300384;
3.
中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室武汉 430071

基金项目:

交通部西部交通建设科技项目(2009318802074),国家自然科学基金资助项目(11072255),岩土力学与工程国家重点实验室重点方向项目(Q110601)

详细信息

作者简介:
唐军,工程地质专业,从事山区高速公路工程地质勘察及岩土工程设计工作.Email: jtang@gzjtsj.com.cn

中图分类号: TU472
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出版历程
- 收稿日期: 2011-03-20
- 修回日期: 2011-07-22
- 刊出日期: 2011-10-25

SLAKING BEHAVIOUR OF WEATHERED BASALT RESIDUAL SOIL IN GUIZHOU

1.
Guizhou Transportation Planning Survey & Design Academe Co.,Ltd.,Guiyang 550001;
2.
Department of Civil Engineering,Tianjin Institute of Urban Construction,Tianjin 300384;
3.
State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071

摘要

摘要: 完成了2种不同风化程度的玄武岩残积土的崩解特性试验,通过对原状、烘干1h、风干48h 3种情况下试块的浸水崩解曲线的分析后发现: 棕红色残积土的崩解速度较快; 由于含水率的不同,原状土完成崩解的时间最长,烘干1h的次之,风干48h的最短。不同条件下试块的崩解破坏形式是不同的,烘干、风干试样由于经历了干湿循环的作用而崩解速度加快,其中大量裂隙的出现是玄武岩残积土发生崩解加快的主要原因。研究结果为玄武岩残积土层的边坡加固方案设计提供了依据。
- 玄武岩残积土 /
- 崩解性 /
- 崩解速率
Abstract: This study carried out slaking tests of two different weathering of basalt residual soil,and analyzed the slaking curve of the undisturbed soil,dried one hour and weathered 48 hours.As a result,it was found that the slaking velocity of the dark red sample was the fastest.Because of the different water contents,the slaking time for the undisturbed sample,the dried one hour sample and the weathered 48 hours sample lasted the longest,the second and the shortest of all,respectively.Slaking destroyed forms were different under different conditions and were influenced by content change.The fractures induced by wetting/drying cycle was the one of the most important facts in slaking of basalt residual soil.The results are useful for the design of protecting and strengthening measures for the basalt residual soil.
- Basalt residual soil /
- Slaking /
- Slaking velocity

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参考文献(1)

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