The research and development of safety forewarning composite integral strong geocell

被引:0
作者
Department of Resource and Civil Engineering, Shandong University of Science and Technology, Tai’an [1 ]
Shandong
271019, China
不详 [2 ]
430071, China
不详 [3 ]
Shandong Province
271019, China
机构
[1] Department of Resource and Civil Engineering, Shandong University of Science and Technology, Tai’an, 271019, Shandong
[2] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan
[3] Tai’an Road Engineering Materials Co., Ltd., Tai’an, 271019, Shandong Province
来源
Open Mater. Sci. J. | / 1卷 / 139-145期
关键词
Closed lock parts; Composite integral; Creep test; FLAC[!sup]3D[!/sup; Safety forewarning; Tensile test;
D O I
10.2174/1874088X01509010139
中图分类号
学科分类号
摘要
In the paper, we study the high strength geocell development technology route, analyze the rules of the tensile properties and creep properties of geocell, establish the relationship between elongation and stress and time, thus provide theoretical foundation for the development and engineering application of the new material. Through theoretical analysis, experimental research and numerical simulation, the characteristics, raw materials and craftsmanship of the geocell are studied. The research is given on its stress and deformation rules based on elongation test and creep test. The rationality of the experiment is verified through numerical simulation and the conclusions are as follows: (1) With the research on the geocell traditional craftsmanship, combined with new technologies as special ultrasonic welding technology, intelligent optical fiber technology and fixed locking plate technology, new-type safety forewarning high strength geocell can be developed. (2) Based on the geocell material characteristics, the elongation test and creep test are carried on and the tensile yield strength exceeds 250Mpa; the joint is welded by special crafts and the tensile strength ≥2000N/cm.(3) With FLAC3D numerical simulation, simulation study is performed on the mechanical properties of the new cell, analyze the relationship between stress and strain, time and displacement, and guide the safety design and management construction of the new-type geocell based on the actual situation of simulation.(4) The innovation points of the new-type geocell include the optimization technique of whole tensile yield strength, falling proof technique of lock parts, positioning and effective monitoring technique, which effectively solves the geological problems of special projects as ecological afforestation, sand fixation and high slope soft subgrade, ensures the quality of the project and has high economic benefits. © Qingbiao et al.
引用
收藏
页码:139 / 145
页数:6
相关论文
共 22 条
  • [1] Ming-Hua Z., Jun L.O.N.G., Ling Z.H., Et al., Comparative analysis of model tests on different types of composite foundations, Chinese Journal of Geotechnical Engineering, 35, pp. 611-618, (2013)
  • [2] Minghui Y., Yuebao D., Minghua Z., Study of stiffness test method of geocell cushion based on superposed beam theory, CHINA CIVIL ENGINEERING JOURNAL, 44, pp. 88-93, (2011)
  • [3] Tafreshi S.N., Khalaj O., Dawson A.R., Repeated loading of soil containing granulated rubber and multiple geocell layers, Geotextiles and Geomembranes, 42, pp. 25-38, (2014)
  • [4] Emersleben A., Meyer N., The use of vertical columns in combination with geocell stabilized load transfer platforms for the construction of roadways over soft soils, Bridges, Vol.10, pp. 121-134, (2014)
  • [5] Song F., Cao G.R., Zhang L.Y., Et al., Numerical Analysis of Failure Mode of Geocell Flexible Retaining Wall, Bridges, 10, pp. 127-128, (2014)
  • [6] Ming-Hua Z., Bing-Chu C.H.E.N., Li-Kui H.U., Model Test of Geocell Reinforced Low Embankment and Rigid Pavement System, China Journal of Highway and Transport, 24, pp. 1-6, (2011)
  • [7] Guangyue W., Yan H., Xinghua W., Large room under the condition of rainfall the stability analysis of flexible revetment, Geotechnical Engineering, 10, pp. 3020-3024, (2012)
  • [8] Minghua Z., Bingchu C., Pingbao Y., Large chamber structure layer shear performance test research, Highway Traffic Science and Technology, 2012, pp. 577-581, (2012)
  • [9] Xue-Cheng B., Guang S., Yun-Min C., Pasternak foundation in the large room of geotextile stress deformation analysis, Journal of Engineering Mechanics, 29, pp. 147-155, (2012)
  • [10] Yonghua S.U., Zhengdong L.U.O., CHANG weitao.Sensitivity analysis of the Reinforced Cut and Fill Sub-grade Distortion Factors Based on Simulation Test, Journal of Hunan University(Natural Sciences), 38, pp. 12-16, (2011)