首页> 外文会议>Geotechnical aspects of underground construction in soft ground >Optimization design of composite soil-nailing in loess excavation
【24h】

Optimization design of composite soil-nailing in loess excavation

机译:黄土基坑复合土钉优化设计。

获取原文

摘要

The loess excavation has its unique characteristics compared with the others due to its structuralproperty and collapsibility. In order to acquire the work mechanism and design methods of compositesoil-nailing in loess excavation, a reasonable finite element analysis model is selected. The optimization designmethods are introduced based on the results of finite element analysis conducted to determine the regularityof deformation, the safety factor and the endogen force of the structure along with the change of design variable.Finally, the optimization design methods are validated contrasted with the data measured in an actualproject.
机译:与结构相比,黄土基坑具有独特的特征。 属性和可折叠性。为了获得复合材料的工作机理和设计方法 黄土基坑中的土钉工程,选择了合理的有限元分析模型。优化设计 介绍了基于有限元分析结果确定规律性的方法 结构的变形,安全系数和内生力以及设计变量的变化。 最后,将优化设计方法与实际测量的数据进行对比验证 项目。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号