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复杂断面加筋土挡墙的设计方法 被引量:5

Design Method for Reinforced Earth Retaining Wall with Complicated Section
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摘要 根据叠合加筋土挡墙错台间距的变化 ,分析其简化破裂面和上部墙体对下部墙体附加应力的分布规律 。 Based on staggered interval changes between superposed reinforced earth retaining wall, the distribution pattern of the additional strain on the lower part of the wall body as exerted by plain broken surface and the upper part of the wall is analyzed. Essential design points are briefly introduced for the ladder-shaped staged reinforced earth retaining wall and the double faced reinforced earth retaining wall.
出处 《公路交通科技》 EI CAS CSCD 北大核心 2001年第6期17-19,30,共4页 Journal of Highway and Transportation Research and Development
关键词 叠合 梯形 双面 错台 Superposed Ladder-shaped Double faced Staggered platform
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参考文献3

  • 1Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines. FHWA,1998.
  • 2.公路加筋土工程设计及施工规范汇编[M].北京:人民交通出版社,1993..
  • 3欧阳仲春.现代土工加筋技术[M].北京:人民交通出版社,1990..

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