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建筑土质高边坡扶壁式支挡分析设计与工程应用

The Design and Application of Counterfort Retainning Wall for High Soil Slope Near Buildings

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【作者】 张珊菊李彰明曹华先全国权

【Author】 ZHANG Shan-ju~1, LI Zhang-ming~1, CAO Hua-xian~2, QUAN Guo-quan~3(1.Guangdong Universiyt of Technology, Guangzhou 510090, China; 2.Guangdong Academy of Building Research, Guangzhou 510500, China; 3.Guangdong Development Bank, Guangzhou 510080, China)

【机构】 广东工业大学岩土工程技术开发中心广东省建筑科学研究院广东省发展银行 广东广州510090广东广州510090广东广州510500广东广州510080

【摘要】 阐述了建筑土质高边坡支护结构比选的基本因素与扶壁式支挡结构的特点 ,并以广州地区一具体工程为实例 ,介绍了扶壁式挡墙设计计算及施工要点 ,讨论了建筑边坡对相邻建筑的影响 ,可作为类似工程的参考

【Abstract】 The soil slope which needs to be reinforced is abutted against a civil construction on the one side and an industry construction on the other side, the space is very restricted, the bottom of the slope is lower than the top of the stake of the civil construction eleven meters. The counterfort retaining wall is adopted in this project. The basic factors of using retaining structure for high soil slope near is discussed, the design and construction of counterfort retainning wall is represented too. The influence of slope was also discussed. The project has been completed and stable.

【基金】 广东省自然科学基金资助项目 (项目编号 :2 0 0 10 0 5 5 )资助
  • 【文献出处】 土工基础 ,Soil Engineering and Foundation , 编辑部邮箱 ,2004年02期
  • 【分类号】TU476
  • 【被引频次】4
  • 【下载频次】212
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