不同方法测定水泥土渗透系数的研究

摘要/Abstract

摘要： 为研究适合测定水泥土渗透系数的试验方法,结合工程实际,对防渗墙进行现场钻孔注水试验,对钻芯取样的水泥土试样进行室内变水头渗透试验和三轴渗透试验,对比室内试验结果和现场试验结果,探讨适合检测水泥土芯样的室内试验方法,分析三轴渗透试验中孔隙水压和围压对水泥土渗透性的影响。对重新配制的水泥土试样进行室内变水头渗透试验、三轴渗透试验及水泥土渗透试验,研究不同方法测定水泥土渗透系数的差异。试验结果表明:三轴渗透试验比室内变水头渗透试验更适合测定水泥土芯样渗透系数;三轴渗透试验中,围压为0时,水泥土芯样渗透系数会随着孔隙水压的增加而增加,围压改变时,会随着围压的增加而减小;三种室内渗透试验方法测定水泥土试样的渗透系数基本相接近,都可用于测定水泥土试样渗透系数。

关键词: 水泥土, 渗透系数, 三轴渗透, 钻墙取芯, 围压

Abstract: Because of excellent physical and mechanical properties, cement-soil has been widely used in engineering construction. Compared with ordinary soil, the addition of cement makes cement-soil have lower permeability and better anti-seepage performance. The hydraulic conductivity of cement-soil is a principal indicator indicating the engineering properties of cement-soil, which can directly reflect the permeability of cement-soil. However, the current test methods for the hydraulic conductivity of cement-soil are unified, which may cause differences and deviations in actual work, so it needs to be studied. Based on the actual project, the onsite borehole water injection permeability test on the cut-off wall was conducted, and the indoor variable head permeability test and triaxial permeability test on the cement-soil sample made by core drilling were conducted at the same time.The results of the indoor test with the results of the field test were compared and the suitable indoor test method for detecting the cement-soil core sample were discussed.The influence of confining pressure on the hydraulic conductivity of cement-soil in the triaxial permeability test was analyzed. At the same time, the cement-soil samples were newly prepared indoors, the variable head permeability test, the triaxial permeability test and the cement-soil permeability test were carried out to study the difference of different methods to determine the cement-soil hydraulic conductivity. The study found that the original cement soil (core drilling) measured by the indoor triaxial permeability test is close to the result of the on site bore hole water injection permeability test. The hydraulic conductivity of original cement-soil (core drilling) measured by the indoor variable head test is too large. In the triaxial permeability test, the hydraulic conductivity of the undisturbed cement-soil sample will increase with the increase of pore water pressure when the confining pressure is 0, and the hydraulic conductivity will decrease with the increase of confining pressure when it changes. After the confining pressure is 20 kPa higher than the pore water pressure, the hydraulic conductivity becomes stable. The test results of indoor variable head permeability test, the triaxial permeability test and cement-soil permeability test are basically similar to each other. It can be concluded that the indoor triaxial permeability test is more suitable for measuring the hydraulic conductivity of undisturbed cement soil (core drilling) than the indoor variable head test. The Nan 55 type infiltration meter, the stress-strain controlled triaxial shear permeability test and cement soil permeability tester can be used to identify the hydraulic conductivity of cement soil (indoor preparation). The research results have important reference significance for the method of measuring the permeability coefficient of cement soil.

Key words: cement-soil, hydraulic conductivity, triaxial permeability test, core drilling, confining pressure

中图分类号:

童煜霄, 魏松, 陈清, 邓杰妹. 不同方法测定水泥土渗透系数的研究[J]. 硅酸盐通报, 2021, 40(2): 407-414.

TONG Yuxiao, WEI Song, CHEN Qing, DENG Jiemei. Different Methods for Measuring Hydraulic Conductivity of Cement-Soil[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2021, 40(2): 407-414.

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