Calculation of bar tension in reinforced earth retaining wall under earthquake load
Jia, Liang1,2; Zhu, Yan-Peng1,2; Lai, Chun-Jing1,2
2013-07-01
发表期刊Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
ISSN10004548
卷号35期号:SUPPL.1页码:412-417
摘要Based on the shear beam theory, the seismic response of bar tension in reinforced earth retaining wall under horizontal earthquake loads is investigated. In this study, the reinforced soil is regarded as macroscopically well-distributed composite material, and the reinforcement strip is regarded as reinforcing material. Based on the shear beam model, the shear strain of backfill soil under horizontal earthquake loads is obtained. The reinforcement strip moves with the soil body around, and the movement is simultaneously restricted by it. The destructive power of reinforcement strip depends on the size of its deformation, so the reinforcement strip can be simplified as one-dimensional elastic rod. In view of these assumptions, one can get the fact that the axial strain of reinforcement strip equals the horizontal shear strain of backfill soil. Furthermore, a dynamic tension equation is established by means of the Hooke's law to analyze the dynamic tension of reinforcement strip under the harmonic earthquake loads. The proposed method is used to a practical application to conduct the seismic analysis. At last, the method is analyzed by using the finite element software (ADINA) to verify its rationality. The results of show that the proposed method is safe and reliable.
关键词Earthquakes Geotechnical engineering Reinforcement Shear strain Soils Earthquake load Finite element software Horizontal shear Reinforced earth retaining wall Reinforcing materials Seismic analysis Seismic excitations Shear beam model
收录类别EI
语种中文
出版者Chinese Society of Civil Engineering
EI入藏号20133316623924
EI主题词Retaining walls
EI分类号409 Civil Engineering, General - 481 Geology and Geophysics - 483.1 Soils and Soil Mechanics - 484 Seismology - 931.1 Mechanics - 951 Materials Science
来源库Compendex
分类代码409 Civil Engineering, General - 481 Geology and Geophysics - 483.1 Soils and Soil Mechanics - 484 Seismology - 931.1 Mechanics - 951 Materials Science
文献类型期刊论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/113730
专题土木工程学院
作者单位1.College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China;
2.Western Center of Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou 730050, China
第一作者单位土木工程学院
第一作者的第一单位土木工程学院
推荐引用方式
GB/T 7714
Jia, Liang,Zhu, Yan-Peng,Lai, Chun-Jing. Calculation of bar tension in reinforced earth retaining wall under earthquake load[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2013,35(SUPPL.1):412-417.
APA Jia, Liang,Zhu, Yan-Peng,&Lai, Chun-Jing.(2013).Calculation of bar tension in reinforced earth retaining wall under earthquake load.Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,35(SUPPL.1),412-417.
MLA Jia, Liang,et al."Calculation of bar tension in reinforced earth retaining wall under earthquake load".Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering 35.SUPPL.1(2013):412-417.
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