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集宁榆树弯立交桥路堤加筋土挡墙的破坏分析
引用本文:王中华,李粮纲,赵辉. 集宁榆树弯立交桥路堤加筋土挡墙的破坏分析[J]. 西部探矿工程, 2004, 16(3): 149-151
作者姓名:王中华  李粮纲  赵辉
作者单位:中国地质大学,湖北,武汉,430074
摘    要:加筋土挡墙在荷载作用及时间效应下,柔性挡墙容易发生鼓胀、倾斜、开裂等失稳变形。针对内蒙古集宁市立交桥加筋土的稳定性从内外两方面进行了分析,并进一步对此加筋土挡墙失稳原因进行了讨论,讨论了动载对该加筋挡土结构的影响,并且介绍了治理方案和加固效果。

关 键 词:加筋土挡墙 侧向变形 稳定性分析 对穿式锚杆 集宁榆树弯立交桥 路堤破坏
文章编号:1004-5716(2004)03-0149-03

Analyses on Destructiveness on Reinforced Earth Wall along Embankment of Yushuwan Cloverleaf Junction,Jining
WANG Zhong hua,LI Liang gang,ZHAO Hui. Analyses on Destructiveness on Reinforced Earth Wall along Embankment of Yushuwan Cloverleaf Junction,Jining[J]. West-china Exploration Engineering, 2004, 16(3): 149-151
Authors:WANG Zhong hua  LI Liang gang  ZHAO Hui
Abstract:On the effect of load and time, the reinforced wall would destroy easily as swelling, sloping and rupturing. In this paper the inside and outside stability of the reinforced wall in JiNing were analyzed. And its cause and the affect of dynamic load was also discussed. Moreover, in this paper, the reinforcing project and the reinforcing effect was introduced.
Keywords:reinforced earth wall  lateral deformation  stability analyses  horizontal anchor
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