土工合成材料
材料科学
岩土工程
结构工程
剪切(地质)
复合材料
杨氏模量
极限抗拉强度
泊松比
弹性模量
张力(地质)
拉伸试验
模数
泊松分布
地质学
工程类
数学
统计
作者
S W Perkins,H. N. Haselton,E. C. Newman
出处
期刊:Geosynthetics International
[Thomas Telford Ltd.]
日期:2021-06-01
卷期号:28 (3): 303-315
被引量:2
标识
DOI:10.1680/jgein.20.00044
摘要
Geosynthetics experience load simultaneously in each principal material direction in applications such as retaining walls, constructed slopes, roadways, and reinforced granular load transfer platforms. Biaxial loading results in a stiffer load-strain response compared to that observed in uniaxial loading. Load-strain properties of geosynthetics determined from wide-width uniaxial tension tests are unable to account for this effect and are generally regarded as an index test. This paper presents the development of a biaxial testing procedure to provide load-strain response data necessary to determine in-plane linear elastic tensile properties of geosynthetics. These properties consist of two elastic moduli, two dependent in-plane Poisson's ratios and an in-plane shear modulus. The elastic moduli and Poisson's ratios are derived from non-bias biaxial tests where load is applied in the two principal directions of the material. The in-plane shear modulus is determined from biaxial tests on specimens where load is applied on a bias such that the principal material directions are oriented at a 45-degree angle to the test machine directions. The tests are performed on geosynthetics that have been load conditioned such that the subsequent load-strain response is considered to be a resilient response pertinent to repetitive load applications such as geosynthetic reinforced pavements.
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