Study on the Correlation between Strength Parameters and Shear Wave Velocity of Pavement Subgrade Soil-Reference-Cited by-同舟云学术

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

Published:2011-09 Issue: Volume:90-93 Page:2002-2007
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Cheng Guo Yong¹,Liu Xue Juan¹,Qiu Rui¹

Affiliation:

1. Civil Aviation University of China

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.90-93.2002.pdf

Reference8 articles.

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