Journal of Applied Engineering Science & Technology
Volume 1, Numéro 2, Pages 43-49
2015-03-20
Auteurs : Rahmouni Ouassim . Mabrouki Abdelhak . Benmeddour Djamel . Mellas Mekki .
Geogrid-reinforced soil segmental retaining walls have gained wide popularity because of their ease of installation and quick construction. This paper focuses on the numerical analysis using the FLAC3D (Fast Lagrangian Analysis of Continua in 3 Dimensions), the influence of the inclined blocs on the behavior of geogrid-reinforced soil segmental retaining walls. The results show that the inclination of the segmental blocks influences the shear stress transmitted to the blocks, the lateral displacement, the tensile loads and the strains in the geogrid layers.
Geogrid; Interface; Reinforcement; Numerical modelling; Segmental retaining wall
Zerguine Salah
.
Benmeddour Djamel
.
Zatar Abdallah
.
pages 43-49.
Bhuiyan Md Zahidul Islam
.
Ali Faisal Hj.
.
Salman Firas A.
.
pages 90-98.
Rouili A
.
Djerbib Y
.
Touahmia M
.
pages 69-74.
Riyad Y.
.
Kissi B.
.
Mrani I.
.
Parron M.a.
.
Dolores R.c.m.
.
pages 181-195.