Analysis of Porous Behaviors by Water Flow Property of Geonets by Theoretical Simulation

H. Jeon
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Abstract

The relationship of compressive behavior according to manufacturing process parameters of geonet was investigated. We analyzed the drainage behavior of the bi- and tri-plane geonet used for the planar drainage and investigated the changes of the drainage behavior due to the restraining load. The data showed that there is no critical manufacturing factor to affect the compressive strength of the bi-planar geonet. All of these parameters can affect in a very complicated way. And the strand inclination can mainly affect to the after compressive strength, i.e., roll-over behavior. The results considering site-specific conditions of the landfill system explained the temperature has influence on the compressive behavior of the geonet. The compressive strength was reduced and the strain at yield increase gradually with the temperature for both of bi- and tri-planar geonet. Significant reductions in flow capacity were observed for the traditional bi-planar and cylindrical type geonet and this value was consistent to the compressive strength. These decreases were anticipated due to the abrupt thickness decrease of the geonet caused by roll-over. In the other hand, there was no signifi - cant decrease of transmissivity for the tri-planar geonet which has no roll-over phenomena.
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地球网水流特性对多孔行为的理论模拟分析
研究了土工网的压缩性能与工艺参数之间的关系。分析了用于平面排水的双平面和三平面土工网的排水特性,并研究了约束荷载对排水特性的影响。数据表明,不存在影响双平面土工网抗压强度的关键制造因素。所有这些参数都会以一种非常复杂的方式产生影响。钢绞线倾角主要影响后抗压强度,即侧翻性能。研究结果表明,温度对土工网的压缩性能有一定的影响。随着温度的升高,双平面和三平面土工网的抗压强度逐渐降低,屈服应变逐渐增大。传统的双平面和圆柱型土工网的流动能力显著降低,该值与抗压强度一致。这些减少是预期的,因为土工网的厚度突然减少,造成翻滚。另一方面,三平面大地网在没有翻滚现象的情况下,透射率没有明显下降。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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