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土工格栅与尾矿拉拔试验及筋材拉力研究
引用本文:易富,张旖旎,王世杰,张洋,马进,鲍晓宇,包旭. 土工格栅与尾矿拉拔试验及筋材拉力研究[J]. 硅酸盐通报, 2018, 37(6): 1836-1840
作者姓名:易富  张旖旎  王世杰  张洋  马进  鲍晓宇  包旭
作者单位:辽宁工程技术大学建筑与交通学院,阜新,123000;辽宁工程技术大学土木工程学院,阜新,123000
基金项目:国家自然科学基金(51774163)%辽宁省教育厅科研基金(LJYL054)%鞍钢科研项目(2018-科A19)
摘    要:为分析土工格栅与尾矿拉拔试验中拉力沿土工格栅的变化规律,通过试验中格栅所受到的拉力、剪应力和应变的关系,提出了影响筋-尾矿界面特性的拉力系数a,推导出拉力沿格栅的分布公式,通过试验所测的数据验证了公式的可行性.在加筋尾矿结构中,加筋材料拉拔位移不是很大时,采用该公式能够较好的预估筋材在不同位置的拉力,为土工格栅在加筋尾矿坝工程中的应用提供依据.

关 键 词:土工格栅  拉拔试验  拉力,

Pull-out Test and Tensile of Geogrids and Tailings
YI Fu,ZHANG Yi-ni,WANG Shi-jie,ZHANG Yang,MA Jin,BAO Xiao-yu,BAO Xiu. Pull-out Test and Tensile of Geogrids and Tailings[J]. Bulletin of the Chinese Ceramic Society, 2018, 37(6): 1836-1840
Authors:YI Fu  ZHANG Yi-ni  WANG Shi-jie  ZHANG Yang  MA Jin  BAO Xiao-yu  BAO Xiu
Abstract:In order to analyzed the change law of tension along geogrid in the pull-out test of geogrid and tailings.Through the relationship between the tensile force, the shear stress and the strain of geogrid in the test.The tension coefficient a which affected the interface characteristics of geogrid and tailings was proposed.The distribution formula of tension along geogrid was derived, and the feasibility of the formula was verified by the measured data.In the reinforced tailings structure, when the pull-out displacement of reinforced material was not very large, this formula could be used to predicted tensile of geogrid in different positions.The results provided the basis for the application of geogrid in reinforced tailings dam.
Keywords:geogrid  pull-out test  tension,
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