长江科学院院报 ›› 2017, Vol. 34 ›› Issue (12): 94-100.DOI: 10.11988/ckyyb.20160816

• 岩土工程 • 上一篇    下一篇

碱污染红黏土抗剪强度特性室内试验研究

陈筠1, 赵鹏2, 何维锋3, 王麒3   

  1. 1.贵州理工学院 资源与环境工程学院,贵阳 550003;
    2.贵州省交通规划勘察设计研究院股份有限公司,贵阳 550081;
    3.贵州大学 资源与环境工程学院,贵阳 550025
  • 收稿日期:2016-08-11 出版日期:2017-12-01 发布日期:2017-12-22
  • 通讯作者: 赵鹏(1991-),男,贵州毕节人,硕士研究生,主要从事环境岩土工程方面的研究,(电话)0851-8362186(电子信箱)1214338078@qq.com
  • 作者简介:陈筠(1970-),女,贵州贵阳人,副教授,硕士,主要从事区域稳定与岩体稳定、岩溶工程地质、地基与基础工程、边坡工程等方面的研究,(电话)0851-8362186(电子信箱)409272271@qq.com。
  • 基金资助:
    贵州省科学技术基金项目(黔科合J字[2015]2033号);贵州大学研究生创新基金项目(研理工2016041)

Laboratory Tests on Shear Strength Characteristics ofRed Clay Polluted by Alkali

CHEN Jun1, ZHAO Peng2, HE Wei-feng3, WANG Qi3   

  1. 1. School of Resources and Environmental Engineering, Guizhou Institute of Technology, Guiyang 550003, China;
    2.Guizhou Transportation Planning Survey & Design Academe Co., Ltd., Guiyang 550081, China;
    3.College of Resources and Environmental Engineering, Guizhou University, Guiyang 550025, China
  • Received:2016-08-11 Online:2017-12-01 Published:2017-12-22

摘要: 为了研究碱污染红黏土的抗剪强度特性,考虑碱液NaOH质量分数和养护时间2个因素,通过室内模拟试验,分析碱液与红黏土的相互作用。试验结果表明:高NaOH质量分数时红黏土的抗剪强度、黏聚力、内摩擦角均增大,存在极大值,极大值出现的时间和碱液NaOH质量分数有关;低NaOH质量分数下红黏土抗剪强度降低,存在极小值,黏聚力呈先增后减,内摩擦角呈先减后增的变化趋势。碱污染红黏土抗剪强度特征为水化、离子吸附、阳离子交换、碱液溶蚀和外力共同作用的结果。

关键词: 碱污染, 红黏土, 抗剪特性, 碱土作用, 室内试验

Abstract: In the aim of researching the shear strength properties of red clay under the condition of alkali pollution, laboratory simulation test with varying lye concentration and curing time was conducted to analyze the interaction between lye and red clay. Results showed that the shear strength, cohesion, and internal friction angle of the alkali-polluted red clay were higher than those of undisturbed red clay when the alkali concentration was high to some extent. The time when shear strength, cohesion and internal friction angle reached maximum was affected by lye concentration. On the contrary, in the presence of low lye concentration, the shear strength of alkali-polluted red clay decreased until a minimum value; while cohesion increased and then decreased, and internal friction angle decreased and then increased. Shear strength behaviors of red clay in the presence of alkali pollution is the result of hydration, ion adsorption, cation exchange, dissolution and external forces.

Key words: alkali contaminated, red clay, shear properties, action between alkali and red clay, laboratory tests

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