Mechanistic behaviour under traffic load of a clayey silt modified with lime-Reference-Cited by-同舟云学术

Mechanistic behaviour under traffic load of a clayey silt modified with lime

Published:2017-03-05 Issue:5 Volume:19 Page:1072-1088
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Behak Leonardo¹,Núñez Washington Peres²

Affiliation:

1. Engineering Faculty, University of the Republic of Uruguay, Av. Julio Herrera y Reissig 565, CP 11.300, Montevideo, Uruguay

2. Postgraduation Program in Civil Engineering, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha 99, CEP 90035-190, Porto Alegre, Brazil

Funder

National Science and Technology Development Agency of Uruguay

Inter-American Development Bank

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2017.1296884

Reference20 articles.

1. AASHTO TP46-97. (2004). Laboratory determination of resilient modulus for flexible pavement design (Research Results Digest 285). Washington, DC: National Cooperative Highway Research Program, Transportation Research Board.

2. Effectiveness of novel and traditional treatments on the performance of incinerator bottom ash waste

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