| Keywords = |
| Number of Proceedings: 14 |
|
| 1 |
|
EXPERIMENTAL SOIL REACTION ON ISOLATED FOOTING |
|
PROF. NAGWA RAGAB EL-SAKHAWY1 and ENG. AHMD ABDEL-LATIF NASAR2 |
|
Show Article
|
|
| 2 |
|
BEARING CAPACITY OF STRIP FOOTING RESTING ON OILCONTAMINATED SAND SLOPES |
|
Moustafa A. El Sawwaf 1, Ahmed M. Nasr 2, Ahmed Farouk 3 and Hend I. Elsayed |
|
Show Article
|
|
| 3 |
|
NUMERICAL ANALYSIS FOR SHELL FOUNDATIONS |
|
Remo Rinaldi, Mohamed Abdel-Rahman, and Adel Hanna |
|
Show Article
|
|
| 4 |
|
Numerical study of interference effect of strip footings constructed on reinforced sand |
|
Ahmed M.A. Nasr, Marwan M. Shahin, Mohamed M. Bahlol and Maha S. Abdallah |
|
Show Article
|
|
| 5 |
|
Utilization of embedded ribs for improving the bearing capacity of raft foundation in sand |
|
M. El Sawwaf, A. Nazir, W. Azzam and A. Mohy |
|
Show Article
|
|
| 6 |
|
A Numerical Study on the Factors Affecting the Capacity of Stone Column |
|
Ashraf K. Nazir, Tarek M. Abdelaziz and Gehad E. Saad |
|
Show Article
|
|
| 7 |
|
Bearing Capacity for Rock with Multiple Cavities Below Shallow Foundations |
|
M. H. M. Rabie, M. A. Atia and R. Khedr |
|
Show Article
|
|
| 8 |
|
Bearing Capacity Evaluation under Gravity Walls |
|
Hassan Abouseeda and Ahmed Fouad |
|
Show Article
|
|
| 9 |
|
Improve Geotechnical Design Parameter of Some Soft Clayey Soils |
|
Naema Ali |
|
Show Article
|
|
| 10 |
|
Numerical Analysis of Under-Reamed Pile in Clay under compression Loads |
|
Ibrahim S. Harran, Ahmed Nasr, Waseim Azzam, Ahmed M. Nasr, Waseim Ragab Azzam |
|
Show Article
|
|
| 11 |
|
IMPROVING BEHAVIOR OF FOUNDATION RESTING ON CLAY USING SKIRTED PILE WALLS |
|
Mohamed Ali Abd El Rahman |
|
Show Article
|
|
| 12 |
|
IMPROVING SQUARE SKIRTED FOUNDATIONS BEHAVIOR ON SAND |
|
Tamer AL-Shyoukhi, Ayman Altahrany, Mahmoud El-Meligy |
|
Show Article
|
|
| 13 |
|
Recent Advances in Micropiles Modification Techniques in Geotechnical Engineering-State of the Art |
|
mostafa elsawwaf, Waseim Azzam, nahla elghrouby |
|
Show Article
|
|
| 14 |
|
Bearing capacity if strip footings with V-shape in sandy soil |
|
nehad zakey ewada, Waseim Azzam, Ahmed Nasr, farag abdelgawad amer |
|
Show Article
|
