土工基础 ›› 2024, Vol. 38 ›› Issue (1): 120-124.

• 测试技术 • 上一篇    下一篇

基于渗压试验的黏性土渗透特性研究

徐玲敏,程芸,李育红,王菁菁,苏浩   

  1. (云南建投第一勘察设计有限公司,昆明 650030)
  • 收稿日期:2022-06-01 修回日期:2022-06-20 出版日期:2024-02-29 发布日期:2024-03-07
  • 作者简介:徐玲敏(1989-),女,助理工程师,研究方向为岩土工程勘察及土工试验。

Study on Permeability Characteristics of Clay Samples Using Seepage Tests

XU Lingmin, CHENG Yun, LI Yuhong, WANG Jingjing, SU Hao   

  1. (YICH No.1 Engineering Survey and Design Co. Ltd., Kunming 650030)
  • Received:2022-06-01 Revised:2022-06-20 Online:2024-02-29 Published:2024-03-07

摘要: 土性和孔隙比都是影响细粒土渗透系数的重要因素,为分析孔隙比变化对渗透系数的影响,采用改进型渗压仪对老黏土、冲洪积粉质黏土、滇池泥炭质土进行渗压试验,系统分析了这三种典型土类渗透系数与孔隙比变化关系。试验表明:随着孔隙比的减小,渗透系数均逐渐减小,呈正相关,且呈现幂函数关系,不同的土类,幂指数取值不同。对于老黏土,孔隙比的影响不大,但对于粉质黏土孔隙比的影响较大,对于泥炭质土,其特殊的结构和物质成分起到决定性作用。保山老黏土为1~4,冲洪积粉质黏土为8~29,滇池泥炭质土为6~16。

关键词: 改进型渗压仪, 渗压试验, 孔隙比, 渗透系数

Abstract: Both the soil property and the void ratio are important factors affecting the permeability coefficient of the fine-grained soils. The influence of the soil property is mainly reflected in the reduction of effective seepage diameter of the soil voids by the thickness of the bonded water film in the soil particles. To analyze the influence of the void ratio change on the permeability coefficient, this time, an improved seepage test device was used to perform the permeability test on the old clay, the alluvial-diluvial silty clay and the Dianchi Peat soil samples. The relationship between the permeability coefficient K and the void ratio change of these three typical soil samples was systematically analyzed. The test shows that, with the decrease of the void ratio, the permeability coefficient gradually decreases, showing a positive correlation, and a power function relationship, the relationship is, different soil types, the value of B is different. For old clays, the void ratio has little effect, but for silty clays, the special structure and material composition of peaty clays play a decisive role.


Key words: Improved Seepage Test Device, Seepage Testing, Void Ratio, Permeability Coefficient

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