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Gas permeability of partially hydrated geosynthetic clay liner under two stress conditions

机译:两种应力条件下部分水合土工合成粘土衬里的透气性

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摘要

The results of a series of gas permeability tests, with monitoring of gravimetric/volumetric moisture content and total suction, on a commercially available needle-punched geosynthetic clay liner (GCL) are presented. GCL specimens were partially hydrated with deionised water under 2 and 20 kPa confinement prior to testing. The tests were conducted at differential pressures ranging from 1 to 10 kPa. Gas permeability was found to decrease with an increase in gravimetric/volumetric moisture content and a decrease of suction. The effect of the preconditioning stress was found to be more pronounced at gravimetric moisture contents greater than 40% (25% apparent degree of saturation, 0·30 m3/m3 volumetric moisture content), and suctions less than 1·6 MPa.
机译:提出了一系列透气性测试的结果,其中监测了市售的针刺土工合成粘土衬里(GCL)的重量/体积水分含量和总吸力。在测试之前,将GCL标本在2和20 kPa的限制下用去离子水部分水合。测试是在1至10 kPa的压差下进行的。发现气体渗透率随重量/体积水分含量的增加和吸力的降低而降低。发现在重量水分含量大于40%(表观饱和度25%,0·30 m3 / m3体积水分含量)且吸力小于1·6 MPa时,预处理应力的影响更为明显。

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