Experimental study on creep properties and viscoelasticity constitutive relationship for geogrids
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Experimental study on creep properties and viscoelasticity constitutive relationship for geogrids
Vol. 26, Issue 2期 刊出日, (2005)
作者机构:
1. 大连理工大学 海岸和近海工程国家重点实验室,辽宁,大连,116024
2. 大连理工大学 土木水利学院岩土工程研究所,辽宁,大连,116024
3. 中国科学院武汉岩土力学研究所,湖北,武汉,430071
4. 青岛頤中格栅股份有限公司,山东,青岛,266111
作者简介:
基金信息:
DOI:
CLC:TU432
Online First:19 November 2013,
Published:2005
稿件说明:
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LUAN Mao-tian, XIAO Cheng-zhi, YANG Qing, et al. Experimental study on creep properties and viscoelasticity constitutive relationship for geogrids[J]. 2005, 26(2期 刊出日).
DOI:
LUAN Mao-tian, XIAO Cheng-zhi, YANG Qing, et al. Experimental study on creep properties and viscoelasticity constitutive relationship for geogrids[J]. 2005, 26(2期 刊出日).DOI:
Experimental study on creep properties and viscoelasticity constitutive relationship for geogrids
Considering the fact that the creep properties of geogrids are fundamental and important factors on the long-term behavior of geogrid-reinforced earth structures
a series of comparative experimental tests of the creep properties of geogrids are conducted in the laboratory under different combinations of externally-applied load and environmental temperature. Based on the experimental results
comparative analyses are made to examine characteristics of isochronous load-strain curves
creep curves and relaxation curves of geogrids. Furthermore
a constitutive model based on viscoelasticity is proposed for geogrids and a rational procedure based on experimental tests is presented for defining the relevant parameters of the model. The proposed model is verified by comparing the prediction of the model and experimental results. It is shown that the viscoelasticity creep model can mainly display long-term behavior of geogrids.