The influence of moisture content and compaction level on LWD modulus of unbound granular base layers-Reference-Cited by-同舟云学术

The influence of moisture content and compaction level on LWD modulus of unbound granular base layers

Published:2019-09 Issue: Volume:20 Page:100252
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Kavussi A.,Qorbaninik M.,Hassani A.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference31 articles.

1. Von Quintus HL, Minchin RE, Nazarian S, Maser KR. NDT Technology for Quality Assurance of HMA Pavement Construction. NCHRP Report 626, WASHINGTON D.C.; 2009.

2. Permanent deformation behavior of granular material and the shakedown concept, transportation research record 1757;Werkmeister;J Transp Res Board,2001

3. Predicting the behavior of unbound granular materials under repeated loads based on the compact shakedown state;Badakhshan;Transp Geotech,2018

4. Evaluation of Plate load based testing approaches in measuring stiffness parameters of pavement bases;Tamrakar;Transp Geotech,2018

5. Assessing the pavement subgrade by combining different non-destructive methods;Marecos;Constr Build Mater,2017

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