Study on the Correlation between Strength Parameters and Shear Wave Velocity of Pavement Subgrade Soil

Guo Yong Cheng; Xue Juan Liu; Rui Qiu

doi:10.4028/www.scientific.net/AMM.90-93.2002

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on the Correlation between Strength...

Study on the Correlation between Strength Parameters and Shear Wave Velocity of Pavement Subgrade Soil

Abstract:

By using three kinds of subgrade soil and controlling dry density and moisture content，the correlation between strength parameters of pavement subgrade soil, California Bearing Ratio(CBR) and Resilience modulus E, and their shear wave velocity are studied through CBR Penetration test, lever pressure meter test and shear wave velocity test. Then the analytical models of CBR and Resilience modulus E by shear wave velocity are proposed. These models are valuable to acquire airport pavement subgrade soil parameters by nondestructive technique.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2002-2007

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2002

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Online since:

September 2011

Authors:

Guo Yong Cheng, Xue Juan Liu, Rui Qiu

Keywords:

Analysis Model, California Bearing Ratio (CRB), Pavement Subgrade, Resilient Modulus, Shear Wave Velocity

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References

[1] K.P. George，FALLING WEIGHT DEFLECTOMETER FOR ESTIMATING SUBGRADE RESILIENT MODULI(FINAL REPORT)，U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION，(2003)

Google Scholar

[2] AMIT G, ANIMESH D. Nondestructive testing of asphalt pavement s f or structural condition evaluation: a stat e of the art. Nondestructive Testing and Evaluation, 2008, 23（2) : 121- 140

DOI: 10.1080/10589750701848697

Google Scholar

[3] Biao Wu, Yujian Liu, the application of deflection basin characteristic value in highway engineering maintenance2010 .In Chinese

Google Scholar

[4] Sheng Zeng, cement road surface structure analysis evaluation based on FWD, foreign highway, 2001, 21(2): 31-33. In Chinese

Google Scholar

[5] Jian min Zhang, Jianhua Wang, Hui Wu, predicting the bearing capacity of pile by the application transient surface wave. In Chinese

Google Scholar

[6] Guoyong Cheng, Jianhua Wang, The evaluation about liquefaction properties test research of liquefaction properties test research by shear wave velocity. [J].The technology of Water conservancy and hydropower. In Chinese

Google Scholar

[7] Guoyong Cheng, the relevance of research about the relevance of research and liquefaction strength of saturated sand [D] [Ph.D. Thesis]: Tianjin University, 2004. In Chinese

Google Scholar

[8] Jianhua Wang, Jing Cai, Jianhua Sun The research of Rayleigh wave in cement mixer soil of diaphragm wall. [C].The ninth soil academic conference proceedings about soil dynamics and basic engineering academic. BEI JING, 2003. In Chinese

Google Scholar