mohamed_shabanp21822

Mohamed Gamal Ibrahim

Teadching-Assistant -

Faculty of engineering

Address: 24 Saad Ibn-Elrabaa Street, Sohag, Egypt

11

Like

Welcome to my webpage

Eng. Mohamed Gamal Ibrahim Shaaban Shaikhoun

Mohamed is an Assistant Lecturer at the Department of Civil Engineering at Sohag University. His research focuses on the field of soil mechanics and geotechnical engineering, with emphases on soil-structure interaction, deep foundations, and numerical modeling in geotechnical engineering.


2020-04-11 21:22:39
The conjugate-beam method
لطلاب الفرقة الثانيه مدنى مادة نظرية الانشاءات (2-ب) مرفق لحضراتكم فيديو لشرح The conjugate-beam method (Deflections of Structures) Part 1 of 2 https://www.youtube.com/watch?v=OK_IZAANyic&t=283s Part 2 of 2 https://www.youtube.com/watch?v=V72rghL6Axc&t=103s بالتوفيق Read more

2020-03-25 18:59:26
(طلاب مادة نظرية الانشاءات (2-ب
السلام عليكم لطلاب الفرقة الثانيه مدنى مادة نظرية الانشاءات (2-ب) مرفق لحضراتكم فيديو لشرح The elastic-load method (Deflections of Structures) بالتوفيق https://www.youtube.com/watch?v=72uijbonYDk&fbclid=IwAR1NBYZrEAoBlmeKpkb9Zi4MRQ-szmIB9VsxVhjqUM-pgPqO0xbrKg3_laQ Read more

2018-11-18 20:06:45
أعلان لطلاب الفرقة الثالثة مدنى
_أعلان لطلاب الفرقة الثالثة مدنى_ تم تحديد موعد لاجراء امتحان اعمال السنة لماده ميكانيكا التربة والاساسات (2) يوم الخميس ، الموافق 29/11/2018 على تمام الساعة التاسعة صباحاً. Read more

2018-09-22 18:07:22
(طلاب الفرقه الثالثه مدنى (ماده ميكانيكا التربه والاساسات 2
السلام عليكم ورحمة الله وبركاته … وبعد : أكبر أسرار التفوق .. هو البداية الصحيحة والقوية وها قد بدأ الفصل الدراسي الجديد نسأل الله أن يجعله من أوقات أعمارنا المباركة مرفق شرح للتجارب المعمليه لتعيين مقاومه التربه للقص 1- Direct shear test https://www.youtube.com/watch?v=umGeI-x-M-o or https://www.youtube.com/watch?v=bmpn5oNDvOs 2- Triaxial compression test https://www.youtube.com/watch?v=LzuHPWb36ZM or https://www.youtube.com/watch?v=eiAzJAffbLo 3- Unconfined compression test https://www.youtube.com/watch?v=M4TNKwuSnAk 4- Vane shear ... Read more

2019-10-13 18:16:35 | Keywords soil movement, Adjacent pile group, pile wall, Excavation,
The Influence of Excavation on Behavior of Piles Supporting Excavation and an Adjacent Pile Foundation
In urban environment, most buildings are adjacent to each other. High rise buildings need deep excavation. The excavation will cause large soil movement and may cause damage to the adjacent building. For this reason, this research studies the effect of nearby excavation on existing pile group and piles supporting excavation numerically. This research investigates the behavior of piles supporting excavation ... Read more

2018-09-22 00:04:07 | Keywords Supporting Piles, Excavation,
Interaction Analysis of Supporting Excavation Piles and Adjacent Existing Strap Footing
IN COUNTRY WITH HIGH POPULATION INTENSITY, THERE IS NO DISTANCE BETWEEN BUILDINGS. NEW BUILDINGS NEED EXCAVATION. AS EXCAVATION PROCEEDS, THE SURROUNDING SOILS WILL MOVE TOWARD THE EXCAVATION AND THAT MAY CAUSE DAMAGE OF ADJACENT BUILDINGS. THE PRESENT STUDY MAINLY AIMS TO PROVIDE REMARKS FOR THE DESIGN OF EXCAVATION FOR SANDY AND CLAYEY SOILS IN ORDER TO PREVENT DAMAGE OF ADJACENT ... Read more

2018-09-22 00:13:16 | Keywords Piles, Excavation,
Interaction Behavior between Existing Building Piles and Piles Supporting Excavation
One of the main design constraints is to prevent damages to adjacent structures, especially during excavation for basement construction. As excavation proceeds, the surrounding soils will move toward the excavation and their movement will induce bending moments and deflections in the existing pile groups. The existing pile response due to the excavation-induced lateral soil movements had been studied previously by ... Read more

2018-09-22 00:08:57 | Keywords existing pile, Excavation,
Influence of Pile Supporting Excavation Properties on Existing Pile Foundations
One of the main design constraints is to prevent damages to adjacent buildings, especially during excavation for basement construction. As excavation proceeds, the surrounding soils will move toward the excavation and their movement will induce bending moments and deflections in the existing pile groups. The existing pile response due to the excavation-induced lateral soil movements had been studied previously by ... Read more

2018-10-13 16:59:53 | Soil Mechanics and Foundation 2
Sheet No. 2
Sheet NO. 2 in Soil Mechanics and Foundations 2 is attached. Read more