›› 1987, Vol. 8 ›› Issue (2): 21-28.

• 基础理论与实验研究 • 上一篇    下一篇

砂的物理力学性质与声速的关系

袁建新; 蔡忠理; 朱国甫;   

  • 出版日期:1987-06-19 发布日期:2017-06-13

Relations between Sound Wave Velocities and Physical Properties of Quartz Sands

Yuan Jianxin; Cai Zhongli; Zhu Guofu;   

  • Online:1987-06-19 Published:2017-06-13

摘要: 本文叙述了不同粒径的石英砂粒的物理力学特性与声速关系的室内试验研究,着重探讨了容重、含水量与纵波波速、横波波速之间的关系,给出了以含水量为参数的容重与纵横波速度间的关系式,以及空隙比与纵横波速度之间的关系式。此外分析了在各种不同含水量时,容重、空隙比与波速的单调变化关系,并给出了相应的表达式。

Abstract: The correlations of sound wave velocities and physical properties of quartz sand with different grain size were investigated through laboratory tests. Emphases were put on studying the relationship between density, water content and longitudinal and shear wave velocities. The equations which show the correlation of density, void ratio and longitudinal and shear wave velocities, and with water content as a parameter are given in this paper. In addition, the monotonic relations of density, void ratio and sound wave velocities for sands with different water content are also presented.

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 张召千,徐明德,刘泉声. 煤巷围岩稳定性加权平均评价方法研究[J]. , 2009, 30(11): 3464 -3468 .
[2] 杨 强,刘耀儒,冷旷代,吕庆超,杨春和. 能源储备地下库群稳定性与连锁破坏分析[J]. , 2009, 30(12): 3553 -3561 .
[3] 冯瑞玲,陶建利,赵占厂,沈宇鹏. 含粗粒的细粒土的压实特性研究[J]. , 2010, 31(2): 382 -386 .
[4] 程永春,葛 琪,何 锋. 季冻区土质边坡滑动界面临界深度的试验研究[J]. , 2010, 31(4): 1042 -1046 .
[5] 黄 阜,杨小礼. 考虑渗透力和原始Hoek-Brown屈服准则时圆形洞室解析解[J]. , 2010, 31(5): 1627 -1632 .
[6] 刘 杰,何 杰,闵长青. 楔形桩与圆柱形桩复合地基承载性状对比研究[J]. , 2010, 31(7): 2202 -2206 .
[7] 张建民,王富强. 饱和剪胀性砂土液化后流滑现象与机理[J]. , 2010, 31(9): 2711 -2715 .
[8] 刘汉龙,陶学俊,张建伟,陈育民. 水平荷载作用下PCC桩复合地基工作性状[J]. , 2010, 31(9): 2716 -2722 .
[9] 王学武,许尚杰,党发宁,程素珍. 水位骤降时的非饱和坝坡稳定分析[J]. , 2010, 31(9): 2760 -2764 .
[10] 李雪平,姚运生,汪 洋,李井冈. 基于GIS技术多源信息集成的三峡水库库首区诱发地震危险性动态评价[J]. , 2010, 31(9): 2941 -2945 .