首页> 外文期刊>Journal of Hydraulic Engineering >Experimental Study on the Influence of Clay Mineralson the Yield Stress of Debris Flows
【24h】

Experimental Study on the Influence of Clay Mineralson the Yield Stress of Debris Flows

机译:黏土矿物对泥石流屈服应力影响的试验研究

获取原文
获取原文并翻译 | 示例
           

摘要

It is common knowledge that a relationship exists between the volumetric sediment concentration, the percentage of clay mineral content, and the activity of clay minerals (which is related to the clay type) and the yield stress of a debris flow mass. In this paper, the effect of four types of common clay minerals (montmorillonite, illite, chlorite, and kaolin) on the yield stress of mixtures were investigated in a quantitative way. Laboratory experiments were carried out with single and mixed clay mineral types, various volumetric concentrations, and percentages of clay mineral content. For the same clay content and same volumetric concentration, a decreasing effect was found, respectively, of montmorillonite > illite > kaolin on the yield stress of the flow mixture, whereas the effect of chlorite was equal to that of kaolin. A concept of equivalent clay mineral percentage (P0) is introduced in this paper, in which the value of 1 is taken as the characteristic coefficient of kaolin in the experiments. Compared to kaolin, the coefficients of montmorillonite, illite, and chlorite appeared to be 1.7, 1.3. and I, respectively. An equation is proposed to calculate the yield stress of debris flows as a function of the volumetric concentration and equivalent clay mineral percentage. The formula is applicable for the calculation of yield stress of single clay and mixed clay type minerals in debris flows. The formula proved to be accurate after validation with data from other studies.
机译:众所周知,在沉积物的体积浓度,粘土矿物含量的百分比,粘土矿物的活性(与粘土类型有关)与泥石流的屈服应力之间存在关系。本文定量研究了四种常见粘土矿物(蒙脱土,伊利石,绿泥石和高岭土)对混合物屈服应力的影响。用单一和混合的粘土矿物类型,各种体积浓度和粘土矿物含量的百分比进行了实验室实验。在相同的粘土含量和相同的体积浓度下,蒙脱土>伊利石>高岭土分别对流动混合物的屈服应力有降低作用,而亚氯酸盐的作用与高岭土相等。介绍了当量粘土矿物百分含量(P0)的概念,在实验中以1的值作为高岭土的特征系数。与高岭土相比,蒙脱石,伊利石和绿泥石的系数分别为1.7、1.3。和我。提出了一个方程来计算泥石流的屈服应力与体积浓度和当量粘土矿物百分比的关系。该公式适用于计算泥石流中单黏土和混合黏土类矿物的屈服应力。经其他研究数据验证后,该公式是准确的。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2013年第4期|364-373|共10页
  • 作者

    Bin Yu; Yu Ma; Xing Qi;

  • 作者单位

    State Key Laboratory of Geohazard Prevention and Geoen-vironment Protection, Chengdu Univ. of Technology, Chengdu, Sichuan 610059, P.R. China (corresponding author);

    Engineering and Technical College, Chengdu Univ. of Technology, Leshan, Sichuan 614000, P.R. China;

    Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu, Sichuan 610059, P.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

    debris flow; yield stress; clay mineral type; mineral percentage; volumetric concentration;

    机译:泥石流;屈服应力;粘土矿物类型;矿物质百分比;体积浓度;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号