COMPARATIVE STUDY ON THE PERFORMANCE OF TYPE A AND TYPE B MICROPILED SYSTEMS IN SANDY SOIL UNDER VERTICAL LOADS FOR OPTIMIZING BEARING CAPACITIES
Last updated: 09 Mar 2025
10.21608/erj.2025.347167.1175
Micropile, Single Pile, Pile capacity, Grout injection, Cohesionless Soil
Eslam
Hassan
Ahmed
Civil, faculty of engineering - mataria branch , helwan university , Egypt, cairo
eslam_treaka20008@yahoo.com
cairo
Hussein
Mostafa
Civil Engineering Department, Faculty of Engineering, Helwan University, Cairo, Egypt.
hussain_moustafa@m-eng.helwan.edu.eg
Wagdy
Elbanna
Mohammed
Lecturer of Geotechnical Engineering, 15 May Institute in Cairo, Egypt.
wagdyelbanna@icloud.com
Cairo
Mohammed
Rabie
Hasanin
Professor of Geotechnical Engineering, Helwan University, Cairo, Egypt.
m.rabie@talk21.com
cairo
184
2
54116
2025-03-01
2025-01-01
2025-03-01
257
275
1110-5615
3062-5408
https://erj.journals.ekb.eg/article_414337.html
http://journals.ekb.eg?_action=service&article_code=414337
414,337
Original Article
998
Journal
Engineering Research Journal
https://erj.journals.ekb.eg/
COMPARATIVE STUDY ON THE PERFORMANCE OF TYPE A AND TYPE B MICROPILED SYSTEMS IN SANDY SOIL UNDER VERTICAL LOADS FOR OPTIMIZING BEARING CAPACITIES
Details
Type
Article
Created At
09 Mar 2025