Finite Element Simulation of Repeated Loading Test of Asphalt Concrete
Finite Element Simulation of Repeated Loading Test of Asphalt Concrete

Noor S. Hatem; Miami M. Hilal; Mohammed Y. Fattah

Volume 40, Issue 5 , May 2022, , Page 661-667

https://doi.org/10.30684/etj.v40i5.2128

Abstract
  In this paper, the Abaqus 6.14 version program was used to carry out a three-dimensional finite element analysis to predict the rut in the asphalt laboratory model. In a previous study, ...  Read More ...
Pretreatment of Sawdust for Producing Sawdust Concrete
Pretreatment of Sawdust for Producing Sawdust Concrete

Haitham H. Saeed

Volume 31, 3A , March 2013, , Page 541-549

https://doi.org/10.30684/etj.31.3A.11

Abstract
  Sawdust concrete has some shortcomings due to the harmful effects of some organic soluble components existing in the sawdust which affects setting and strength of sawdust concrete. ...  Read More ...
Construction of Railway Track Using Asphalt – Ballast Layer
Construction of Railway Track Using Asphalt – Ballast Layer

Kawther Y.H.AL-Soudany

Volume 30, Issue 3 , January 2012, , Page 512-528

https://doi.org/10.30684/etj.30.3.14

Abstract
  The work presented in this paper focuses on new trends in the construction of rail track using asphalt ballast layer. Model tests were performed with ballast layer 150mm or 200mm. These ...  Read More ...
Optimization of Asphalt Mix Improved by the Addition of Scrap Tires
Optimization of Asphalt Mix Improved by the Addition of Scrap Tires

Falak O. Abass; Mohammed O. Abass; Raghad O. Abass

Volume 27, Issue 12 , September 2009, , Page 2425-2446

https://doi.org/10.30684/etj.27.12.14

Abstract
  The design of improved asphalt mix is achieved by the use of three majorvariables , weight of scrap tires replaced by coarse base aggregate , particles size of scrap tires finally the ...  Read More ...