张志增, 高永涛, 马飞. 失稳加筋土挡土墙的联合加固技术[J]. 工程科学学报, 2006, 28(10): 917-920. DOI: 10.13374/j.issn1001-053x.2006.10.024
引用本文: 张志增, 高永涛, 马飞. 失稳加筋土挡土墙的联合加固技术[J]. 工程科学学报, 2006, 28(10): 917-920. DOI: 10.13374/j.issn1001-053x.2006.10.024
ZHANG Zhizeng, GAO Yongtao, MA Fei. United reinforcement technique on the failure of reinforced earth retaining walls[J]. Chinese Journal of Engineering, 2006, 28(10): 917-920. DOI: 10.13374/j.issn1001-053x.2006.10.024
Citation: ZHANG Zhizeng, GAO Yongtao, MA Fei. United reinforcement technique on the failure of reinforced earth retaining walls[J]. Chinese Journal of Engineering, 2006, 28(10): 917-920. DOI: 10.13374/j.issn1001-053x.2006.10.024

失稳加筋土挡土墙的联合加固技术

United reinforcement technique on the failure of reinforced earth retaining walls

  • 摘要: 为了研究加筋土挡土墙的破坏机理和加固技术,以某立交桥挡土墙加固工程为例,首先分析了加筋土挡土墙的失稳原因,采用了喷射混凝土、预应力锚杆、注浆联合加固方案,然后对施工中的主要技术难题进行研究并提出了解决方案,最后用国际流行的软件FLAD2D进行数值模拟.加筋土挡土墙加固后预应力稳定,墙面无变形,表明联合加固方案是可行的.

     

    Abstract: In order to study the failure mechanism and reinforcement technique of reinforced earth retaining walls, the reinforcement project of a crossroad was taken as an example. The failure mechanism was analyzed firstly. A united measure of shotcrete lining on the surface, pre-stressed anchor and injection was applied. Main problems in construction were discussed and solved. Lastly, the reinforcement effect was simulated with FLAC2D. After the reinforcement, stable stress and little deformation indicate the united measure is effective.

     

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