A microelectromechanical system digital 3C array seismic cone penetrometer

Author:

Ghose Ranajit1

Affiliation:

1. Delft University of Technology, Department of Geotechnology, Delft, The Netherlands..

Abstract

A digital 3C array seismic cone penetrometer has been developed for multidisciplinary geophysical and geotechnical applications. Seven digital triaxial microelectromechanical system accelerometers are installed at 0.25-m intervals to make a 1.5-m-long downhole seismic array. The accelerometers have a flat response up to 2 kHz. The seismic array is attached to a class 1 digital seismic cone, which measures cone tip resistance, sleeve friction, pore-pressure, and inclination. The downhole 3C array can be used together with impulsive seismic sources and/or high-frequency vibrators that are suitable for high-resolution shallow applications. Results from two field experiments showed that a good data quality, including a constant source function within an array, and a dense depth-sampling allowed robust estimation of seismic velocity profiles in the shallow subsoil. Using horizontal and vertical seismic sources, downhole 9C seismic array data can be easily acquired. The quality of the shear-wave data is much superior when the surface seismic source is a controlled, high-frequency vibrator in stead of a traditional sledge hammer. A remarkable correlation in depth, in a fine scale, between low-strain seismic shear wave velocity and high-strain cone tip resistance could be observed. The array measurements of the full-elastic wavefield and the broad spectral bandwidth are useful in investigating frequency-dependent seismic wave propagation in the porous near-surface soil layers, which is informative of the in situ fluid-flow properties. Stable estimates of dispersive seismic velocity and attenuation can be obtained.

Publisher

Society of Exploration Geophysicists

Subject

Geochemistry and Petrology,Geophysics

Reference30 articles.

1. Alford, R. M., 1986, Shear data in the presence of azimuthal anisotropy: Dilley, Texas: 56th Annual International Meeting, SEG, Expanded Abstracts, 476–479.

2. Comparing liquefaction evaluation methods using penetration-VS relationships

3. Baldi, G., R. Bellotti, V. N. Ghionna, M. Jamiolkowski, and D. C. F. Lo Presti, 1989, Modulus of sands from CPT and DMT: Proceedings, 12th International Conference on Soil Mechanics and Geotechnical Engineering, 1, 165–170.

4. Baldi, G., D. Bruzzi, S. Superbo, M. Battaglio, and M. Jamiolkowski, 1988, Seismic cone in Po River sand: Penetration testing: Proceedings, 1st International Symposium on Penetration Testing, 643–650.

5. Brouwer, J., R. Ghose, K. Helbig, and V. Nijhof, 1997, The improvement of geotechnical subsurface models through the application of S-wave reflection seismic exploration: 3rd Annual Meeting, EEGS, Extended Abstracts, 103–106.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3