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Delineation of sinkhole boundary using Dutch cone soundings

机译:使用荷兰锥形测深划定下沉孔边界

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The foundation design for expanding acogeneration power plant in central Florida, renowned for itssinkhole-prone geology, provided a challenge for geotechnicalengineers. Because of limited available land, the expanded powerplant was built on an adjacent 5-acre tract, where a 50-ft-diameter by 5-ft-deep depression had been identified. Dutch conesoundings, a relatively underutilized method, were used tocharacterize the site and reduce uncertainty. For this application,Dutch cone soundings provided higher quality data at a lowercost than the more common standard penetration test (SPT) method.To investigate the subsurface conditions of the 5-acre tract,ground penetrating radar (GPR) and four exploratory SPTborings were conducted. The SPT borings confirmed that thedepression was caused by an ancient sinkhole. Because of arelatively high groundwater table and a layer of very denseorganic hardpan near the surface, the penetration depth of GPRwas limited to 5-10 ft below ground surface and thus could notdefine the sinkhole's boundary.Th delineate the sinkhole's boundary, 38 Dutch conesoundings were made to 20-160 ft deep, conducted in threephases around the depression. The phase 1 soundings were spacedat 100-to 200-ft intervals around the depression to estimate theinfluence zone. The results of Phase 1 soundings were used tophase 2 and 3 soundings at ca 50-and 20-ft intervals, respectively,to define the boundary of the ancient sinkhole.Using the results of the Dutch cone soundings, the area aroundthe sinkhole was delineated into the following zones: sinkhole-collapsing zone where Strata 2 and 3 were not encountered; zoneunder sinkhole influence where Stratum 1 was not encountered;zone beyond sinkhole influence where Strata 1,2 and 3 were encountered.Because the sinkhole-influence zone was ca 200 ft in diameter,heavy facilities were constructed at least 50 ft from the zone.Completed in 1993, the expansion has not had foundationsettlement problems since that time.
机译:佛罗里达州中部扩大的热电联产发电厂的基础设计,以其容易发生渗水孔的地质而闻名,这给岩土工程师带来了挑战。由于可用土地有限,扩大后的电厂建在相邻的5英亩土地上,在那里已确定出直径50英尺乘5英尺深的洼地。荷兰的响尾蛇是一种相对未得到充分利用的方法,用于表征该场所并减少不确定性。对于此应用程序,荷兰锥面探空仪提供了更高质量的数据,而成本却比普通的标准穿透试验(SPT)方法低。为研究5英亩的地下条件,进行了探地雷达(GPR)和四个探索性SPT钻探。 SPT的钻孔证实了抑郁症是由一个古老的沉陷引起的。由于地下水位相对较高,并且在地表附近有一层非常致密的有机硬地层,因此GPR的渗透深度被限制在地表以下5-10英尺,因此无法定义下沉孔的边界。通过描绘下沉孔的边界,制作了38个荷兰锥角至20-160英尺深,在凹陷周围分三个阶段进行。第1阶段测深在凹陷周围间隔100到200英尺,以估计影响区。第1阶段测深的结果分别以大约50英尺和20英尺的间隔分别用于第2阶段和第3阶段的测深,以定义古沉水坑的边界。使用Dutch锥形测深的结果,将沉水坑周围的区域划定为以下区域:没有遇到第2层和第3层的塌陷区域;在没有遇到第1层的沉没影响下的区域;在遇到第1,2和3层没有沉没影响的区域。由于沉没影响区域的直径约为200英尺,因此在该区域至少50英尺处建造了重型设施。自1993年以来,该扩展项目一直没有基础安置问题。

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