缺陷和损伤土工膜的拉伸特性试验
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TV41

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国家自然科学基金(51979089,51679073)


Experimental study on tensile properties of defective and damaged geomembranes
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    摘要:

    为了研究局部缺陷和损伤对土工膜拉伸特性的影响,对3种厚度的高密度聚乙烯(HDPE)土工膜试样分别设置圆孔、横缝、竖缝、斜缝缺陷,以及不同长度和深度的刻痕损伤,采用电子万能拉力机开展拉伸试验,获得拉伸曲线、抗拉强度和伸长率等主要力学指标,分析了不同缺陷和损伤及其几何属性对土工膜拉伸特性的影响。结果表明:圆孔、横缝、斜缝形式的缺陷及刻痕损伤对土工膜拉伸力学特性有着不同程度的削减作用,总体上横缝影响最为明显,斜缝其次,圆孔较小;刻痕越长,损伤深度比越大,土工膜力学特性衰减越显著;沿着拉伸方向的竖缝对土工膜拉伸特性的影响很小,基本可忽略。

    Abstract:

    To investigate the influence of local defects and damages on the tensile properties of geomembranes, different defects, e. g. , circular hole, horizontal seam, vertical seam and oblique seam, as well as damages of different lengths and depths were considered for HDPE geomembrane specimens of three thicknesses, respectively. Tensile tests were carried out by using an electronic universal tensile apparatus to obtain the major mechanical indexes such as tensile curves, tensile strength and elongation. Furthermore, the influences of different defects and damages on tensile properties were compared and analyzed. The results show that circular, horizontal and oblique defects or damages have significant reduction on the tensile properties of geomembranes, with the horizontal seam having the most significant effect on the whole, circular hole being the second, and oblique seam being the least. The greater the damage degree is, the more significant the attenuation of geomembrane mechanical properties is. The vertical seam along the stretching direction has little effect on the tensile characteristics of geomembranes, which can be basically ignored.

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岑威钧,波兰汗·开肯,刘凤茹.缺陷和损伤土工膜的拉伸特性试验[J].水利水电科技进展,2021,41(1):69-73.(CEN Weijun, BOLANHAN Kaiken, LIU Fengru. Experimental study on tensile properties of defective and damaged geomembranes[J]. Advances in Science and Technology of Water Resources,2021,41(1):69-73.(in Chinese))

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  • 在线发布日期: 2021-02-10
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