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Mechanical behaviour of cement-treated sand

机译:水泥砂的力学性能

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摘要

A study has been conducted to investigate the mechanical behaviour of cement-treated sand under compression and tension. Cylindrical and notched beam specimens were made by using high early strength cement, sand, and limestone powder with varying ratios of water to cement (W/C), specific ratios of cement to sand (C/S), and limestone powder to cement (L/C). The influences of the material strength and height to diameter ratio (H/D) on the compressive and tensile strength, as well as the fracture energy were investigated. Stress strain relationships are proposed to predict the behaviour of cement-treated sands.
机译:已经进行了研究以研究水泥处理的砂在压缩和拉伸下的机械性能。使用高早期强度水泥,沙子和石灰石粉,水灰比(W / C),水泥与沙子的特定比例(C / S)和石灰石粉末与水泥(信用证)。研究了材料强度和高度/直径比(H / D)对抗压强度和抗拉强度以及断裂能的影响。提出了应力应变关系来预测水泥处理砂的性能。

著录项

  • 来源
    《Construction and Building Materials》 |2014年第5期|54-63|共10页
  • 作者

    K.A. Tariq; T. Maki;

  • 作者单位

    Department of Civil and Environmental Engineering, Graduate School of Science and Engineering, Saitama University, 255 Shimo-Okubo, Sakura-ku, Saitama City, Saitama 338-8570, Japan;

    Department of Civil and Environmental Engineering, Graduate School of Science and Engineering, Saitama University, 255 Shimo-Okubo, Sakura-ku, Saitama City, Saitama 338-8570, Japan;

  • 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

    Cement; Sand; Limestone powder; Compression fracture zone length; Fracture energy; Stress-strain relation;

    机译:水泥;砂;石灰石粉;压缩断裂带长度;断裂能;应力应变关系;

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