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| 管桩基础的重力式码头挡墙抗滑移计算方法 | |
| 引用本文： | 李继明,胡琦,叶彬,谢何铭.管桩基础的重力式码头挡墙抗滑移计算方法[J].江南大学学报(自然科学版),2009,8(4):445-448. |
| 作者姓名： | 李继明 胡琦 叶彬 谢何铭 |
| 作者单位： | 1. 浙江义乌工商职业技术学院,土木工程系,浙江,义乌,322000 2. 浙江大学,建筑工程学院,浙江,杭州,310058 3. 浙江华坤建筑设计院有限公司,浙江 4. 浙江省水利河口研究院,浙江,杭州,310020 |
| 基金项目： | 中国博士后科学基金项目 |
| 摘 要： | 当重力式码头挡墙下采用了刚性桩基础,此类挡墙的侧向抗滑工作机理与传统的重力式挡墙存在很大差异.采用桩基的重力式挡墙抗滑移设计缺乏成熟的计算方法.文中通过对挡墙基础的受力特性进行分析,结合刚性桩基础侧向承载力的分析方法,提出了采用桩基的重力式挡墙抗滑移计算方法.结合某一软土地基重力式码头前沿挡墙的实例分析,详述了此类挡墙抗滑移设计计算过程,并与传统分析方法进行比较,为类似工程设计提供参考. |
| 关 键 词： | 重力式挡墙 抗滑移 侧向受荷 水平承载力 |
Research on Anti-Sliding Design of Gravity Retaining Wall Wharf with Pipe Pile Foundation |
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| LI Ji-ming,HU Qi,YE Bin,XIE He-ming.Research on Anti-Sliding Design of Gravity Retaining Wall Wharf with Pipe Pile Foundation[J].Journal of Southern Yangtze University:Natural Science Edition,2009,8(4):445-448. | |
| Authors: | LI Ji-ming HU Qi YE Bin XIE He-ming |
| Institution: | 1.Department of Civil Engineering;Yiwu Industrial and Commercial College;Yiwu 322000;China;2.College of Civil Engineering and Architecture;Zhejiang University;Hangzhou 310058;3.Zhejiang Hoken Architecture Design Institute;Hangzhou 310001;4.Zhejiang Institute of Hydraulics and Estuary;Hangzhou 310020;China |
| Abstract: | Using rigid piles as foundation of gravity retaining wall wharf,the anti-sliding mechanism of this kind of retaining wall is different from traditional gravity retaining wall.There is a lack of mature methods for anti-sliding analysis of retaining wall with rigid pile foundation.According to foundation mechanical characteristics analysis of retaining wall,one method for anti-sliding analysis of retaining wall with rigid pile foundation was proposed.Based on one example analysis of gravity retaining wall wha... |
| Keywords: | gravity retaining wall anti-sliding lateral loading horizontal bearing |
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