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Vertical Pullout Test for Measurement of Soil-Geomembrane Interface Friction Parameters

机译:垂直拉拔试验测量土工膜界面摩擦参数

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This paper presents a vertical pullout test (VPT) developed to measure the peak interface friction angle (δ) and adhesion (a) between soil and planar geosynthetic products. The key advantages of this test are (1) relatively low capital cost for the equipment, (2) relatively simple compared to the conventional methods, (3) the setup can be relatively easily adapted by small conventional soil testing laboratories, and (4) the setup can be transported to the field for field measurement for relatively quick preliminary evaluation of soils. The testing method was evaluated by comparing the δ and a obtained from the VPT to (1) those parameters measured using a conventional soil direct shear apparatus modified to also measure interface friction between planar geomembranes and soil according to ASTM D5321-02, and (2) values published in the literature. Three coarse-grained soils and three types of geomembranes having three sample sizes were evaluated using the pullout test. The peak interface parameters obtained from the VPT were within 12 % of the values obtained from the direct shear test.
机译:本文提出了一种垂直拉拔试验(VPT),用于测量土壤与平面土工合成材料之间的峰界面摩擦角(δ)和附着力(a)。该测试的主要优点是:(1)设备的投资成本相对较低;(2)与常规方法相比相对简单;(3)小型常规土壤测试实验室可以相对轻松地适应设置;(4)可以将设备运输到田间进行田间测量,以便对土壤进行较快速的初步评估。通过比较δ和从VPT得到的a与(1)使用常规土壤直接剪切设备测量的那些参数进行比较来评估测试方法,该设备经改造还可以根据ASTM D5321-02测量平面土工膜与土壤之间的界面摩擦,并且(2 )值发表在文献中。使用拉拔试验评估了三种粗粒土壤和三种类型的土工膜,它们具有三个样本大小。从VPT获得的峰界面参数在直接剪切试验获得的值的12%以内。

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