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加筋土铁路路肩挡土墙受力及变形的研究 被引量:2

A STUDY ON STRENGTH AND DEFORMATION OF REINFORCED EARTH RETAINING WALL AT ROADBED SHOULDER
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摘要 根据模型及试点工程原型试验对加筋土挡土墙各组成部分的受力及变形进行了分析,阐述了墙面侧压力、竖向应力、拉筋拉应力分布、墙面位移及拉筋似摩擦系数的有关规律,并对列车荷载作用的影响进行了分析和讨论。提供的试验资料对今后加筋土挡土墙的研究与设计具有参考价值。 Strength and deformation of all component parts of reinforced earth retaining wall at roadbed shoulder are analyzed on the basis of full-scale test and model test. Some relevant requlavities of lateral pressures,vertical stvesses,tension stress distribution on tensile bars,lateral displacement of the wall and coefficient of quasi-friction are described. And train load influences are also analyzed and discussed in this article. The test results are of great value for future studies and designs of reinforced earth retaining wall.
作者 周锡九
机构地区 北方交通大学
出处 《铁道学报》 EI CSCD 北大核心 1994年第1期94-100,共7页 Journal of the China Railway Society
关键词 加筋土 挡土墙 载荷 铁路 路肩 reinforced earth,retaining wall,load,full-scale test
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  • 1甘亚南,李庆华,王冬梅.双面加筋挡土墙结构在高烈度地震区应用的研究[J].焦作工学院学报,2004,23(4):310-314. 被引量:6
  • 2刘华北.水平与竖向地震作用下土工格栅加筋土挡墙动力分析[J].岩土工程学报,2006,28(5):594-599. 被引量:52
  • 3GB50007-2002.建筑地基基础设计规范[S].[S].,..
  • 4TB10118-99.铁路路基土工合成材料应用技术规范[S].[S].,..
  • 5TB10001-99.铁路路基设计规范[S].[S].,..
  • 6TB10025-2001.铁路路基支挡结构设计规范[S].[S].,..
  • 7Hatami K, Bathurst R J. Effect of structural design on fundamental frequency of reinforced-soil retaining walls[J]. Soil Dynamics and Earthquake Engineering, 2000, (19): 137-157.
  • 8Zhenqi C A I, Richard J Bathurst. Seismic response a- nalysis of geosynthetic reinforced soil segmental retai- ning walls by finite element method[J]. Computers and Geotechnics, 1995, 17:523-546.
  • 9Hoe I Ling, Yoshiyuki Mohri, Dov Leshchinsky. Lar- gr-Scale Shaking Table Tests on Modular-Block Rein-forced Soil Retaining Walls[J]. ASCE, 2005, 131(4) : 465-476.
  • 10Hoe I Ling, Liu Huabei, Kaliakin Victor, et al. Ana- lyzing Dynamic Behavior of Geosynthetic-Reinforced Soil Retaining Walls[J]. ASCE, 2004, 131 (4): 465-476.

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