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Construction related difficulties with drilled shaft foundations and recommendations for mitigation.

机译:钻孔竖井基础的施工相关困难和缓解建议。

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摘要

In the instances where excavation around drilled shafts has been required (e.g. footings, foundation caps, etc.) imperfections or anomalous conditions have frequently been observed. In many instances this was thought to have been caused by the presence of the water table. This seemingly alarming trend prompted the Florida Department of Transportation to sponsor a research program aimed at revealing the mystery of this phenomenon.; Upon reviewing the preliminary research findings this study defined factors that likely affected the occurrence of these conditions. Primary focus was directed at borehole cleanliness, concrete placement techniques, slump, clear spacing of rebar, aggregate size, and placement of concrete under a fluid head (such as drilling slurry).; Laboratory testing in the Lateral Pressure Cell was conducted to investigate the relationship between lateral pressure development and slump during pour, coarse aggregate size, clear spacing of rebar, and fluid head in the borehole. The most interesting finding of this series of tests was that the rebar clear spacing to aggregate diameter ratio of 3 to 5, which is most often specified, leads to substantial build-up of material inside the cage with little corresponding flow through the cage.; Field testing on full scale drilled shafts was then conducted in order to corroborate the findings in the lab. Using a down-hole camera and weighted tape measurements, head differentials between inner and outer cage material were found to be excessively large even when using common mixes and rebar spacing.; Finally, lab testing in the Frustum Confining Vessel revealed perhaps the most significant finding of this research. Using the temporary casing method of construction, when the slump of the concrete was allowed to drop to 4 inches or less prior to pulling the casing, the unit skin friction developed by the shaft was reduced drastically. At slumps of 3.5 inches or less, most shafts were no longer constructable, and those that were developed nearly zero unit skin friction.
机译:在需要在钻探井周围进行挖掘的情况下(例如,立脚,地基盖等),经常会发现缺陷或异常情况。在许多情况下,这被认为是由于地下水位的存在造成的。这种看似令人震惊的趋势促使佛罗里达州交通运输部赞助了一项研究计划,旨在揭示这种现象的奥秘。在回顾初步研究结果后,本研究确定了可能影响这些状况发生的因素。重点是井眼清洁度,混凝土浇筑技术,坍落度,钢筋的净间距,骨料尺寸以及将混凝土浇注在流体压头下(例如钻探泥浆)。在侧向压力室中进行了实验室测试,以研究倾倒期间侧向压力发展与坍落,粗骨料尺寸,钢筋的清晰间距以及井眼中的流体压头之间的关系。这一系列试验中最有趣的发现是,钢筋的净间距与骨料直径之比为3:5(通常指定)会导致笼子内部大量积聚物料,而流经笼子的流量却很少。然后对全尺寸钻杆进行了现场测试,以证实实验室中的发现。使用井下摄像机和加权卷尺测量,即使使用普通混合物和钢筋间距,内外笼材料之间的压头差异也过大。最后,在“截锥体”密闭容器中进行的实验室测试表明,该研究可能是最重要的发现。使用临时套管法,在拉动套管之前允许混凝土坍落度降至4英寸或更小时,由轴产生的单位表皮摩擦会大大降低。在坍落度小于或等于3.5英寸的情况下,大多数轴不再可构造,而那些轴的皮肤摩擦几乎为零。

著录项

  • 作者

    Garbin, Edward John, Jr.;

  • 作者单位

    University of South Florida.;

  • 授予单位 University of South Florida.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 347 p.
  • 总页数 347
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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