›› 2017, Vol. 38 ›› Issue (S2): 107-115.doi: 10.16285/j.rsm.2017.S2.014

• 基础理论与实验研究 • 上一篇    下一篇

砂–粉混合料阈值细粒含量的确定

吴 琪1,陈国兴1,2,朱雨萌1,周正龙1,凌道盛3   

  1. 1. 南京工业大学 岩土工程研究所, 江苏 南京 210009;2. 江苏省土木工程防震技术研究中心,江苏 南京 210009; 3. 浙江大学 岩土工程研究所,浙江 杭州 310058
  • 收稿日期:2017-06-24 出版日期:2017-11-23 发布日期:2018-06-05
  • 通讯作者: 陈国兴,男,1963年生,博士,教授,主要从事土动力学与岩土地震工程研究。E-mail:gxc6307@163.com E-mail:qw09061801@163.com
  • 作者简介:吴琪,男,1991年生,博士研究生,主要从事混合料动力特性研究。
  • 基金资助:

    国家自然科学基金(No. 41172258, No. 51438004);国家重点基础研究发展计划(973)项目(No. 2014CB047005)。

Determination of threshold fines content for sand-silt mixtures

WU Qi1, CHEN Guo-xing 1, 2, ZHU Yu-meng1, ZHOU Zheng-long1, LING Dao-sheng3   

  1. 1. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, Jiangsu 210009, China; 2. Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing, Jiangsu 210009, China; 3. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, Zhejiang 310058, China
  • Received:2017-06-24 Online:2017-11-23 Published:2018-06-05
  • Supported by:

    This work was supported by the National Natural Science Foundation of China(41172258, 51438004) and the National Key Basic Research Development Program (973 Program)(2014CB047005).

摘要: 阈值细粒含量FCth是评价砂–粉混合料颗粒接触状态及力学特性的重要参数。基于14类砂–粉混合料的38组试验结果,总结了用以确定FCth的物理和力学特性指标,确定了各类砂–粉混合料的FCth,分析了不同指标确定的FCth的差异。当砂–粉混合料的颗粒粒径差异较大时,由静态试验结果确定的FCth明显大于由动态试验结果确定的FCth,且Rahman经验公式对砂–粉混合料平均阈值细粒含量 的预测不合理。基于纯砂粒土和纯粉粒土的最大与最小孔隙比的理论法预测的 值与类圆状砂–粉混合料的 有较好的一致性,而理论法对类角状砂–粉混合料 的预测值明显偏低。研究结果表明,平均粒径比Rd是评价砂–粉混合料 的一个重要指标,随着Rd的增大, 先减小,当Rd >10时, 先迅速放大,然后趋于基本不变;基于Rd建立的经验公式可较好地预测砂–粉混合料的 值。

关键词: 砂&ndash, 粉混合料;阈值细粒含量;颗粒形状;平均粒径比;平均阈值细粒含量。

Abstract: Threshold fines content FCth is an important parameter to assess the grains contact state and the mechanical properties of sand-silt mixtures. Systematic laboratory tests are performed on 38-group test results for 14 types sand-silt mixtures. The FCth of the mixtures are evaluated by the traditional approaches in literature using different physical and mechanical properties. Furthermore, the factors affecting the FCth of the mixtures are discussed preliminarily. The results show that as the grains size difference of sand-slit mixtures increasing, the FCth determined by the static test results will be obviously higher than those by the dynamic test results. The Rahman’s empirical formula can not predict the mean threshold fines content well. The traditional approach using the maximum and minimum void ratio of clean sand or clean silt, can predict the of the mixtures with round-like grains observed in laboratory tests well. However, the of the mixtures with angular-like grains obtained by the traditional approach are obviously lower. The analysis indicates that the mean grain size ratio Rd is an important physical index for evaluating . It is seen that an increase in Rd causes a decrease in of the mixtures with Rd up to 10, thereafter causes an increase in the and remains constant ultimately. A new empirical formula is thereby established and validated based on Rd.

Key words: sand-silt mixtures, threshold fines content, grain shape, mean grain size ratio, mean threshold fines content.

中图分类号: 

  • TU443

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