The Correlation of Dynamic Cone Penetration Blow Count of Wind Carried Sand vs. Surface Wave Velocity in West Bank of Qinghai Lake

Jian Kun Liu; Jian Hong Fang; Yong Feng Hou; Jun Hua Xiao

doi:10.4028/www.scientific.net/AMM.212-213.457

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 212-213The Correlation of Dynamic Cone Penetration Blow...

The Correlation of Dynamic Cone Penetration Blow Count of Wind Carried Sand vs. Surface Wave Velocity in West Bank of Qinghai Lake

Abstract:

Based on a test of wind carried sand roadbed in the west bank of Qinghai Lake, Rayleigh wave method is introduced to measure roadbed compactness of the specific soil in China, and analysis is conducted to find correlation of Rayleigh wave velocity (VR) vs. the blow count (N10) of dynamic cone penetration, then a regression formula is presented.

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Periodical:

Applied Mechanics and Materials (Volumes 212-213)

Pages:

457-460

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.212-213.457

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Online since:

October 2012

Authors:

Jian Kun Liu, Jian Hong Fang, Yong Feng Hou, Jun Hua Xiao

Keywords:

Light Cone Blow Count, Rayleigh Wave Velocity, Roadbed, Wind Carried Sand

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References

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