In situ modulus reduction characteristics of stabilized pavement foundations by multichannel analysis of surface waves and falling weight deflectometer tests-Reference-Cited by-同舟云学术

In situ modulus reduction characteristics of stabilized pavement foundations by multichannel analysis of surface waves and falling weight deflectometer tests

Published:2018-11 Issue: Volume:188 Page:809-819
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Li Cheng^ORCID,Ashlock Jeramy C.,Lin Shibin,Vennapusa Pavana K.R.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

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2. AASHTO, Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, 2004.

3. Assessing Soil Stiffness of Stabilized Pavement Foundations;White;Transp. Res. Rec.: J. Transp. Res. Board,2013

4. In situ resilient modulus for geogrid-stabilized aggregate layer: a case study using automated plate load testing;White;Transp. Geotech.,2017

5. S. Nazarian, Stokoe, II, H. Kenneth, W.R. Hudson, Use of spectral analysis of surface waves method for determination of moduli and thicknesses of pavement systems, 1983.

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