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[1] Miao Linchang*, Shi Minglei, Liu Songyu,. Appraisal Research on Rayleigh Wave Methodfor Gravel Piles Composition Foundation [J]. Journal of Southeast University (English Edition), 2001, 17 (2): 61-64. [doi:10.3969/j.issn.1003-7985.2001.02.014]
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Appraisal Research on Rayleigh Wave Methodfor Gravel Piles Composition Foundation()
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
17
Issue:
2001 2
Page:
61-64
Research Field:
Civil Engineering
Publishing date:
2001-12-30

Info

Title:
Appraisal Research on Rayleigh Wave Methodfor Gravel Piles Composition Foundation
Author(s):
Miao Linchang* Shi Minglei Liu Songyu
Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China
Keywords:
rayleigh wave SASW liquefaction foundation SPT
PACS:
TU472.36
DOI:
10.3969/j.issn.1003-7985.2001.02.014
Abstract:
Rayleigh wave method is a relative new in-situ method to the evaluation of low-amplitude shear wave velocity Vs in soil as a function of depth. The method is investigated to appraise the treatment effects of gravel piles anti-liquefaction. The appraisal results of the shear wave velocities measured by Rayleigh wave method are consistent with SPT’ s. The relative formula of shear wave velocities with N63.5 is presented based on the regression analysis. Rayleigh wave method is applied to determine the shear wave velocity of soils in a simple, nondestructive way.

References:

[1] N.A AL-shayea, Practical strategies for SASW data collection and interpretation, In: Proceedings of the 11th Asian regional conference on SMGE, Seoul, Korea, pp.515-518, 1999
[2] V.Cuellar, and J. Valerio, Use of the SASW method to evaluate soil improvement techniques, In: Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, pp.461-464, 1997
[3] W. Haegeman, Road-defrmation moduli determined by the SASW Method, In: Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, pp.499-502, 1997
[4] K.E.Tuomi, and D.R. Hiltunen, Experimental evaluation of the uncertainty of the SASW method, In: Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, pp.611-614, 1997

Memo

Memo:
* Born in 1961, male, doctor, associate professor.
Last Update: 2001-06-20