期刊文献+

混合土的渗透试验综述

Summary of permeability test of mixed soil
下载PDF
导出
摘要 混合土是工程中的热点话题,而渗透系数是研究水理性质的重要参数,由混合土的制样入手,通过理论推导简化公式,并依据实际渗透试验流程,提出混合土的渗透试验的简化方法与注意事项,结论如下:针对预配置混合土的含水率与纯土样含水率的大小关系,相应提出了原状配置与烘干配置的计算公式。并根据渗透试验可能出现的漏水、读数问题,以及试验步骤中的计算、具体操作,陈述了一些见解与思考,从而为进行渗透试验的学者们提供操作与计算方面的便利。 Mixed soil is a hot topic in engineering,and permeability coefficient is an important parameter for the study of hydraulic properties.This article starts with sample preparation of mixed soil,derives simplified formulas through theory,and proposes the permeability test of mixed soil based on the actual permeability test process.Simplifying the method and precautions,the conclusion is as follows:according to the relationship between the moisture content of the pre-configured mixed soil and the moisture content of the pure soil sample,the calculation formulas of the original configuration and the drying configuration are proposed accordingly.And based on the possible water leakage and reading problems in the penetration test,as well as the calculations and specific operations in the test steps,I stated my own opinions and thoughts,so as to provide convenience in operation and calculation for scholars conducting penetration tests.
作者 周锐 李星润 杨晓东 常宇涵 姬厚真 Zhou Rui;Li Xingrun;Yang Xiaodong;Chang Yuhan;Ji Houzhen(Northwest University for Nationalities,Lanzhou 730100,China)
机构地区 西北民族大学
出处 《山西建筑》 2020年第18期51-53,共3页 Shanxi Architecture
基金 西北民族大学国家级大学生创新创业训练项目计划资助项目(202010742082)。
关键词 混合土 渗透试验 含水率 mixed soil permeability test moisture content
  • 相关文献

参考文献3

二级参考文献46

  • 1雷胜友,惠会清.膨胀土及其改良土静动力特性对比分析[J].岩石力学与工程学报,2004,23(17):3003-3008. 被引量:28
  • 2詹良通,吴宏伟.非饱和膨胀土变形和强度特性的三轴试验研究[J].岩土工程学报,2006,28(2):196-201. 被引量:65
  • 3李志清,胡瑞林,王立朝,李志祥.非饱和膨胀土SWCC研究[J].岩土力学,2006,27(5):730-734. 被引量:56
  • 4Petrov R J, Rowe R K, Quigley R M. Selected factors influencing GCL hydraulic conductivity [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123 (8) :683.
  • 5Petrov R J, Rowe R K. Geosynthetic clay liner (GCL)-chemical compatibility by hydraulic conductivity testing and factors impacting its performance[J]. Canadian Geotechnical Journal, 1997,34(6) : 863.
  • 6la Gatta M D,Boardman B T,Cooley B H, et al. Geosynthetic clay lines subjected to differential settlement[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123 (5) : 402.
  • 7Ruhl J L,Daniel D E. Geosynthetic clay liners permeated with chemical solutions and leachates [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997,123(4):369.
  • 8Lake C K, Rowe R K. Diffusion of sodium and chloride through geosynthetic clay liners [J]. Geotextiles and Geomembranes, 2000.18(2) : 103.
  • 9Shackelford C D, Benson C H, Katsumi T, et al. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids [J]. Geotextiles and Geomembranes,2000,18(2) : 133.
  • 10Lin L C, Benson C H. Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000,126( 1 ) : 40.

共引文献89

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部