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扶壁式挡墙结合桩锚复合支挡结构的设计与分析
引用本文:叶逢春.扶壁式挡墙结合桩锚复合支挡结构的设计与分析[J].佳木斯大学学报,2014(5):683-686.
作者姓名:叶逢春
作者单位:中国电建集团华东勘测设计研究院有限公司,浙江 杭州,310014
摘    要:以重庆某地形起伏较大的高填方边坡为例,根据边坡的地质条件、周边环境、土地利用率等特点综合考虑,采用扶壁式挡墙结合抗滑桩、预应力锚索进行支护.通过介绍该结构的设计方案、极限平衡法计算及有限元法整体协同分析,为今后类似边坡工程的设计计算提供一定的参考.

关 键 词:扶壁式挡墙  灌注桩  预应力锚索  极限平衡法  有限元分析

Design and Analysis of Composite Retaining Structure with Retaining Wall and Pile Anchor
YE Feng-chun.Design and Analysis of Composite Retaining Structure with Retaining Wall and Pile Anchor[J].Journal of Jiamusi University(Natural Science Edition),2014(5):683-686.
Authors:YE Feng-chun
Institution:YE Feng-chun (HydroChina Huadong Engineering Corporation, Hangzhou 310014, China)
Abstract:Undulating terrain in Chongqing , a high fill slope example , according to the geological condi-tions of the slope , the surrounding environment , land use and other characteristics into account , combined with the use of Rotary retaining wall pile , prestressed cable conduct support , overall coordination analysis , to provide a reference for future similar slope engineering calculations by introducing the design of the structure , the limit e-quilibrium method and finite element method .
Keywords:retaining wall  piles  anchor  limit equilibrium method  finite element analysis
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