首页> 外文会议>Workshop on soil-structure interaction and retaining walls >Investigation of hard soils for soil-structure interaction analyses
【24h】

Investigation of hard soils for soil-structure interaction analyses

机译:土壤结构相互作用分析的硬土研究

获取原文

摘要

Due to increasing height of buildings and development of the underground space hard proterozoic deposits now are used quite often as subsoils of structures in Saint Petersburg. For high-rise buildings embedding pile ends into hard soils often is the only possible option of foundation design, since the depth of rocks in central Saint Petersburg is more than 200 m. One of the main tasks of pile foundation design subjected to big loads is estimation of settlements of such foundation. Meanwhile, deformation properties of hard soils are not studied well yet. Research of these deposits was conducted by the authors on several sites in Saint Petersburg. It consisted of laboratory testing in triaxial cells, and in-situ tests. Results of investigations on one test site in the centre of Saint Petersburg are presented in the paper. Some results of soil-structure interaction modeling of a high-rise building are also presented.
机译:由于建筑物高度的增加和地下空间的开发,现在使用的是常用于圣彼得堡的结构的潜水。对于高层建筑物的嵌入桩端成硬土通常是基础设计的唯一可能选择,因为圣彼得堡中部的岩石深度超过200米。受到大负载的桩基设计的主要任务之一是估算这种基础的定居点。同时,尚未研究硬土的变形性质。这些存款的研究由作者在圣彼得堡的几个地点进行。它包括在三轴细胞中的实验室测试,以及原位测试。本文介绍了圣彼得堡市中心的一个测试场所的调查结果。还提出了一种高层建筑土壤结构相互作用建模的一些结果。

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