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非饱和黏土质砂的渗气规律试验研究
引用本文:苗强强,陈正汉,张磊,黄雪峰,钱尼贵.非饱和黏土质砂的渗气规律试验研究[J].岩土力学,2010,31(12):3746-3750.
作者姓名:苗强强  陈正汉  张磊  黄雪峰  钱尼贵
作者单位:1.解放军后勤工程学院 军事建筑工程系,重庆 401331;2.广东华路交通科技有限公司,广州 510400
基金项目:后勤工程学院2008年研究生专项创新基金资助项目;国家自然基金资助项目(No. 10902091)。
摘    要:为了探讨非饱和黏土质砂的渗气规律,对常规三轴仪进行了改造,使其能够进行非饱和土渗气性量测,改进后的渗气装置具有构造简单、制样方便、试样均匀性好、加载系统稳定、可用量测的气压力梯度范围较大、提高了量测精度等优点,并解决了量测空气体积困难的问题和渗气试验气体从刚性壁和试样边缘流出的问题。使用该套仪器研究了不同干密度和不同含水率条件下气体流速与渗透系数随压力梯度变化的规律,分析了气体流速、渗气系数同含水率和干密度之间的依存关系,建立了渗气系数与含水率和干密度之间的函数关系。研究结果表明:试样在所研究的含水率、干密度范围,非饱和黏土质砂中气体流动可用达西定律描述。

关 键 词:非饱和土  渗气性  含水率  渗透系数  
收稿时间:2009-07-18

Experimental study of gas permeability of unsaturated clayey sand
MIAO Qiang-qiang,CHEN Zheng-han,ZHANG Lei,HUANG Xue-feng,QIAN Ni-gui.Experimental study of gas permeability of unsaturated clayey sand[J].Rock and Soil Mechanics,2010,31(12):3746-3750.
Authors:MIAO Qiang-qiang  CHEN Zheng-han  ZHANG Lei  HUANG Xue-feng  QIAN Ni-gui
Institution:1. Department of Architecture & Civil Engineering, Logistical Engineering University, Chongqing 400041, China; 2. Guangdong Hualu Limited Company of Traffic Science and Technology, Guangzhou 510400, China
Abstract:In order to understand factors affected gas permeability of unsaturated clayey sand, through rebuilding triaxial apparatus, it can be used to measure gas permeability of unsaturated soils. The modified apparatus has advantages as follows: such as structure simpleness, making model expediency, good model uniform, stable loading system, comprehensive measuring pressure gradient, enhancing measuring precision. And it resolves problems that measuring gas volume no easy. At same time it resolves a problem that gas flow out rigid wall and model edge. The relationship between flowing velocity and coefficient of permeability is given by that apparatus, under different dry densities and different water contents. Flowing velocity of unsaturated soils can be expressed by Darcy law under the range of water content and dry density in this test. The function of gas coefficient of permeability, water content and dry density are given from a great deal of test data.
Keywords:unsaturated soils  permeability  water content  coefficient of permeability
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