Continuous-interval shear wave velocity profiling by auto-source and seismic piezocone tests

被引:16
|
作者
Ku, Taeseo [1 ]
Mayne, Paul W. [1 ]
Cargill, Ethan [2 ]
机构
[1] Georgia Inst Technol, Sch Civil & Environm Engn, Geosyst Engn Div, Atlanta, GA 30332 USA
[2] ConeTec Invest, Roxbury Ind Ctr 606 S, Charles City, VA 23030 USA
关键词
cone penetration; downhole tests; geophysics; in situ testing; seismic waves; shear wave velocity; LIQUEFACTION RESISTANCE; FOURIER-TRANSFORM; SOILS;
D O I
10.1139/cgj-2012-0278
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A new exploratory procedure for collecting continuous shear wave velocity measurements via cone penetration testing using a special autoseis source is presented whereby wavelets can be generated and recorded every 1 to 10 s. The continuous-interval seismic piezocone test (CiSCPTu) offers a fast, productive, and reliable means to expedite the collection of downhole shear wave velocity profiles, as well as additional readings on cone tip resistance, sleeve friction, and penetration porewater pressures with depth. A site in Windsor, Virginia, is utilized for illustrating the collection of data, calibration, and post-processing issues arising from large numbers of wavelets that require filtering, windowing, and selection in both time and frequency domain analyses. At the test site, the geology consists of shallow Holocene deposits of clays and sands to 8 m that are underlain by much stiffer calcareous sandy marine clay soils of Miocene age, which extend beyond the termination depths of the soundings at 30 m.
引用
收藏
页码:382 / 390
页数:9
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