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Investigation of hard soils for soil-structure interaction analyses

机译:硬土的土-结构相互作用分析研究

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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:由于建筑物的高度增加和地下空间的发展,现在在圣彼得堡,元古代的硬质沉积物经常被用作建筑物的地基。对于高层建筑,桩端通常埋在坚硬的土壤中通常是基础设计的唯一可能选择,因为圣彼得堡市中心的岩石深度超过200 m。承受大载荷的桩基设计的主要任务之一是估算桩基的沉降。同时,对硬质土的变形特性还没有很好的研究。作者在圣彼得堡的几个地点对这些矿床进行了研究。它由三轴细胞的实验室测试和原位测试组成。本文介绍了在圣彼得堡市中心一个测试点的调查结果。还提出了高层建筑的土-结构相互作用模型的一些结果。

著录项

  • 来源
  • 会议地点 Dubrovnik(HR);Dubrovnik(HR)
  • 作者单位

    St. Petersburg State Transport University, RussiaGeoreconstruction Engineering Co, St. Petersburg, Russia;

    St. Petersburg State Transport University, RussiaGeoreconstruction Engineering Co, St. Petersburg, Russia;

    St. Petersburg State Transport University, RussiaGeoreconstruction Engineering Co, St. Petersburg, Russia;

    St. Petersburg State Transport University, RussiaGeoreconstruction Engineering Co, St. Petersburg, Russia;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑结构;建筑结构;
  • 关键词

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