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Dynamic properties of the mucky clay improved with the steel slag and the rubber particles

机译:用钢渣和橡胶颗粒改善臭氧粘土的动态特性

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摘要

To make full use of advantages of waste steel slag and old rubber particles, the steel slag and rubber particles were mixed into the mucky clay to form the mucky clay-steel slag-rubber particles admixtures (MCSRA) to improve the engineering properties of mucky clay. Dynamic tests have been carried out by resonant column apparatus to investigate the influence of steel slag content, rubber particle content, rubber particle size and confining pressure on small-strain dynamic shear properties of MCSRA. The results showed that the dynamic properties of MCSRA were significantly improved compared with those of the mucky clay. It also revealed that as steel slag content increased, the shear modulus increased and the damping ratio decreased. In addition, as rubber particle content and rubber particle size increased, the shear modulus decreased and the damping ratio increased, and as confining pressure increased, the shear modulus increased and the damping ratio decreased. Moreover, an improved dynamic model was built based on the Hardin-Drnevich model to describe the dynamic performance of MCSRA. By comparing the dynamic characteristics of MCSRA with those of the mucky clay-steel slag admixtures, the Fujian standard sand and the Nanjing fine sand, the MCSRA could be applied to replace the mucky clay improved with the steel slag and Nanjing fine sand in some practical engineering.(c) 2021 Elsevier Ltd. All rights reserved.
机译:为了充分利用废钢渣和旧橡胶颗粒的优点,将钢渣和橡胶颗粒混合到难民粘土中,形成难以形成糟糕的粘土 - 钢渣颗粒混合物(MCSRA),以改善难民粘土的工程性质。通过共振柱装置进行动态测试,以研究钢渣含量,橡胶颗粒含量,橡胶粒度,限制压力对MCSRA的小菌株动态剪切性能的影响。结果表明,与糟糕的粘土相比,MCSRA的动态性质显着提高。它还显示,随着钢渣含量的增加,剪切模量增加并且阻尼比减小。另外,由于橡胶颗粒含量和橡胶粒度增加,剪切模量减小并且阻尼比增加,并且由于限制压力增加,剪切模量增加并且阻尼比减小。此外,基于Sactin-Drnevich模型构建了一种改进的动态模型,以描述MCSRA的动态性能。通过将MCSRA的动态特性与McSRA的动态特性进行比较,福建标准沙子和南京美砂,MCSRA可以应用于用钢渣和南京细砂改善泥质粘土,在一些实用工程。(c)2021 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2021年第2期|123489.1-123489.13|共13页
  • 作者单位

    Jiangsu Univ Sci & Technol Sch Civil & Architectural Engn 2 Mengxi Rd Zhenjiang Jiangsu Peoples R China|Hohai Univ Minist Educ Geomech & Embankment Engn Key Lab 1 Xikang Rd Nanjing Peoples R China;

    Jiangsu Univ Sci & Technol Sch Civil & Architectural Engn 2 Mengxi Rd Zhenjiang Jiangsu Peoples R China;

    Jiangsu Univ Sci & Technol Sch Civil & Architectural Engn 2 Mengxi Rd Zhenjiang Jiangsu Peoples R China;

    Jiangsu Univ Sci & Technol Sch Civil & Architectural Engn 2 Mengxi Rd Zhenjiang Jiangsu Peoples R China;

    Jiangsu Univ Sci & Technol Sch Civil & Architectural Engn 2 Mengxi Rd Zhenjiang Jiangsu Peoples R China;

    Jiangsu Univ Sci & Technol Sch Civil & Architectural Engn 2 Mengxi Rd Zhenjiang Jiangsu Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Mucky clay; Steel slag; Rubber particles; Dynamic shear modulus; Damping ratio; Dynamic model;

    机译:笨拙的粘土;钢渣;橡胶颗粒;动态剪切模量;阻尼比;动态模型;

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