【24h】

Back analyses of anchored bored-pile walls

机译:锚固钻孔桩墙的后分析

获取原文

摘要

Four anchored bored-pile walls have been studied. Step-by-step back analyses were performed and it was observed that a sufficiently accurate numerical model could be obtained in the early stages of the construction sequence. It was shown that even with the use of a simplified model the final results are very good, which makes the use of back analyses and the observational method even more attractive for practising engineers. Finite element method (FEM) prediction of the behaviour of another similar retaining wall in similar ground conditions, using suitable material parameters from previous back analyses, was in good agreement with observed behaviour.
机译:已经研究过四个锚固钻孔墙。进行逐步的反析分析,观察到可以在构建序列的早期阶段获得足够精确的数值模型。结果表明,即使使用简化的模型,最终结果也非常好,这使得使用后分析和观测方法对练习工程师更具吸引力。有限元方法(FEM)预测在类似地面条件中的另一种类似挡土墙的行为,使用来自先前的后分析的合适材料参数,与观察到的行为吻合良好。

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