Dynamic Behavior of Pavement Layers on Sand Subgrade
Dynamic Behavior of Pavement Layers on Sand Subgrade

Mariam M. Hussein; Mohammed Y. Fattah; Miami M. Hilal

Volume 39, Issue 12 , December 2021, , Page 1760-1770

https://doi.org/10.30684/etj.v39i12.1770

Abstract
  Reinforcement interlayer reduces the development of cracks in the asphalt overlay by absorbing the stresses induced by heavy traffic or underlying cracking in the early-constructed ...  Read More ...
Stress Analysis Around Tunnels During Construction Stages Using Finite Elements Method
Stress Analysis Around Tunnels During Construction Stages Using Finite Elements Method

Kais T. Shlash; Nahla M. Salim; Zainab H. Shaker

Volume 32, Issue 6 , July 2014, , Page 1562-1579

https://doi.org/10.30684/etj.32.6A.17

Abstract
  In this study, the stresses around a tunnel during construction stages are discussed. For this purpose, the finite element method (FEM) was adopted as an effective approach to analyze ...  Read More ...
Effect of Loading Type on Generated Stresses around a Circular Tunnel Lining in Sand
Effect of Loading Type on Generated Stresses around a Circular Tunnel Lining in Sand

T. M. Toma

Volume 26, Issue 6 , June 2008, , Page 602-608

https://doi.org/10.30684/etj.29.6.1

Abstract
  The study is carried out to investigate the behavior of tunnel lining in sandy soil byevaluating the magnitudes of the generated stresses that are generally required to ensure thesafety ...  Read More ...