Field Testing of Jet-Grouted Piles and Drilled Shafts.

机译：喷射灌注桩和钻孔井的现场试验。

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A field study of deep foundations supporting high mast lighting and signage was undertaken in typical Florida soils. Three drilled shafts (48 in x12 ft and two 48 in x 18 ft) and two jet-grouted piles (28 in x 18 ft) were constructed in Keystone Heights, and subject to axial as well as combined lateral with torsional loading. In the case of combined loading, a heavy-duty mast arm equivalent to FDOT's E7-T6 type was placed on the top of each foundation and loaded with a crane. In situ as well as laboratory data were collected for the sand, silt, and clay layers to measure properties in order to predict capacities (axial and torsional) based on FDOT and FHWA methods.

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作者
McVay, M. C.; Bloomquist, D.; Thiyyakkandi, S.;
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年度 2014
页码 1-314
总页数 314
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Pile foundations; Drilled shafts; Clays; Cranes; Dynamic loads; Field tests; Florida; Grouting; Layers; Loads(Forces); Measurement; Sand; Silt; Soils; Torsion; Jet-grouted pile;

机译：桩基;钻井;粘土;起重机;动态荷载;现场试验;佛罗里达;灌浆;层;荷载（力）;测量;砂;淤泥;土壤;扭转;喷射灌浆桩;

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机译：通过与SPT钻井相关的非破坏性桩完整性测试，通过非破坏性测试桩完整性试验评估根系切割的完整性，通过与SPT钻孔相关的非破坏性桩完整性测试，与根型桩的完整性相关
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机译：喷射灌注桩和钻孔井的现场试验，总结。

Field Testing of Jet-Grouted Piles and Drilled Shafts.

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