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In situ ground freezing and sampling of a Pleistocene sand deposit in the South Carolina Coastal Plain.

机译:南卡罗来纳州沿海平原的更新世砂矿的原地冻结和取样。

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摘要

The procedures used to freeze and sample a Pleistocene sand deposit at the Coastal Research and Education Center near Charleston, South Carolina to preserve and study the effects of diagenesis are presented in this thesis. An initial feasibility study was conducted to target a layer of clean sand at the CREC site with little to no frost heave potential. To freeze the sand deposit, a ground freezing system with a central freezing pipe was installed to target a column of sand 1-m in radius and 2.3-m long. Liquid nitrogen was continuously supplied to the large steel freezing pipe, which was fabricated to isolate and radially freeze between depths of 1.8 m and 3.8 m below the ground surface, for 270 hours. Frozen sand cores taken from five locations 0.65 m to 0.7 m away from the central freeze pipe indicate the ground around the freeze pipe was frozen between depths of 1.8 m and 3.8 m below the ground surface at all but one location. A total length of core equal to 8 m with no indication of frost heave was retrieved from the site. Results of the ground freezing system including ground temperature measurements, growth of the frozen zone, and the amount of liquid nitrogen consumed are presented and compared with predicted values.;Temperatures recorded during ground freezing indicate that the rate of freezing at CREC was influenced by the direction of groundwater flow, flow rate of liquid nitrogen, and the location and type of liquid nitrogen inlet. The frozen zone estimated with temperature measurements was shown to be tapered with the largest growth at the same elevation as the liquid nitrogen inlet. The frozen zone also appeared to extend in the direction of groundwater flow and contract in the upstream direction. To reduce the time required to freeze the soil surrounding the freeze pipe, the flow rate of liquid nitrogen was increased. While temperatures decreased as predicted when the liquid nitrogen flow rate was high, the volume of liquid nitrogen consumed was much higher than predicted.;Frozen samples obtained from the CREC site were transported to Clemson University and the University of South Carolina following ground freezing. The samples will be used in high quality static and cyclic triaxial tests.
机译:本文介绍了在南卡罗来纳州查尔斯顿附近的海岸研究与教育中心冻结和取样更新世砂沉积物的程序,以保存和研究成岩作用。进行了初步的可行性研究,目标是在CREC场地上铺一层干净的沙子,几乎没有或根本没有冻胀的可能性。为了冻结沙子沉积物,安装了带有中央冻结管的地面冻结系统,以半径为1 m且长度为2.3 m的沙柱作为目标。将液氮连续供应到大型钢制冷冻管,该管经制造以隔离并径向冻结在地下1.8 m至3.8 m的深度之间,持续270小时。从距离中央冷冻管0.65 m至0.7 m的五个位置采集的冷冻砂芯表明,除了一个位置外,冷冻管周围的地面都在地面以下1.8 m至3.8 m的深度之间冻结。从现场取回的岩心总长度等于8 m,无冻胀迹象。给出了地面冻结系统的结果,包括地面温度测量值,冻结区的增长以及消耗的液氮量,并将其与预测值进行比较。;地面冻结过程中记录的温度表明CREC的冻结速度受温度的影响。地下水流动方向,液氮流量以及液氮入口的位置和类型。通过温度测量估算出的冷冻区显示为锥形,在与液氮入口相同的高度处生长最大。冻结区也似乎在地下水流的方向上延伸,并在上游方向上收缩。为了减少冻结冻结管周围土壤所需的时间,增加了液氮的流量。当液氮流量高时温度如预期的那样降低时,消耗的液氮量比预计的要高得多。从CREC站点获得的冷冻样品在地面冷冻后被运送到Clemson大学和南卡罗来纳大学。样品将用于高质量的静态和循环三轴测试。

著录项

  • 作者

    Esposito, Michael P., III.;

  • 作者单位

    Clemson University.;

  • 授予单位 Clemson University.;
  • 学科 Engineering Civil.
  • 学位 M.Engr.
  • 年度 2012
  • 页码 108 p.
  • 总页数 108
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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