mohamed_shabanp21822

Mohamed Gamal Ibrahim

Teadching-Assistant -

Faculty of engineering

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

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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

2017 | 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

2017 | Keywords Excavation, Piles,
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

2016 | 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

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