Enhancing Pullout Capacity of Single Piles and Pile Groups Using Geosynthetic Soil-Reinforcement Technique
Last updated: 09 Mar 2025
10.21608/erj.2025.344539.1163
Soil Reinforcement, pile group, Pullout load, SS30, TX150
Asmaa
Nour El-Deen
Civil Engineering Department, Faculty of Engineering, Helwan University, Cairo, Egypt.
asmaa_noreldein@m-eng.helwan.edu.eg
Marawan
Shahien
Professor of Geotechnical Engineering, Civil Engineering Department, Faculty of Engineering, Tanta University, Cairo, Egypt
marawan.shahin@f-eng.tanta.edu.eg
Mona
Mansour
Professor of Geotechnical Engineering, Civil Engineering Department, Faculty of Engineering, Helwan University, Cairo, Egypt.
monamansor@m-eng.helwan.edu.eg
Mohammed
Rabie
Professor of Geotechnical Engineering, Civil Engineering Department, Faculty of Engineering, Helwan University, Cairo, Egypt.
m.rabie@talk21.com
cairo
184
2
54116
2025-03-01
2024-12-15
2025-03-01
178
196
1110-5615
3062-5408
https://erj.journals.ekb.eg/article_414308.html
http://journals.ekb.eg?_action=service&article_code=414308
414,308
Original Article
998
Journal
Engineering Research Journal
https://erj.journals.ekb.eg/
Enhancing Pullout Capacity of Single Piles and Pile Groups Using Geosynthetic Soil-Reinforcement Technique
Details
Type
Article
Created At
09 Mar 2025