• Corpus ID: 212480943

The Influence of Excavation on Behavior of Piles Supporting Excavation and an Adjacent Pile Foundation

@inproceedings{Kenawi2018TheIO,
  title={The Influence of Excavation on Behavior of Piles Supporting Excavation and an Adjacent Pile Foundation},
  author={Mamdouh A. Kenawi and Mohamed G. Ibrahim},
  year={2018}
}
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 and a triple-row of capped head piles located nearby an excavation. Response of piles in… 

Figures from this paper

References

SHOWING 1-10 OF 11 REFERENCES
Interaction Analysis of Foundation Pit Excavation and Adjacent Existing Building's Pile Foundation
Construction site-monitoring on adjacent existing building’s pile foundation,using ANSYS finite element software to simulate the deformation of adjacent pile foundation when foundation pit
Pile Response Due to Excavation-Induced Lateral Soil Movement
In this paper, a two-stage analysis involving the finite-element method and the boundary-element method is used to study pile response due to excavation-induced lateral soil movements, with specific
Analytical Solution for Pile Response Due to Excavation-induced Lateral Soil Movement
The excavation of foundation pits in building compact district of urban will inevitably bring about the lateral movement of the soil mass surrounding foundation pits to a certain excent, which may
Effect of Excavation-induced Movements on Adjacent Piles
  • 2014
This paper aims at investigating the effect of excavation-induced movements on the lateral deflections and bending moments of piles situated within the influence zone of a cantilever side-supported
Shielding effect in pile groups adjacent to deep unbraced and braced excavations
This paper investigates the shielding effect within piles in a group adjacent to deep unbraced and braced excavations. Numerical simulations based on the finite element method are performed on
Group effects of piles due to lateral soil movement
Laboratory model tests have been conducted to investigate the responses of piles subjected to lateral soil movement. The results of a single pile test and four tests on two piles arranged in a row
A simplified analytical method for response of an axially loaded pile group subjected to lateral soil movement
Based on the flexural differential equations of elastic piles and Winkler’s spring model of pile-soil interaction, the equations of axially loaded piles subjected to lateral soil movement were solved
Modelling the Response of Single Passive Piles Subjected to Lateral Soil Movement using PLAXIS
Response of single pile subjected to lateral displacements of soil mass using 3D finite element software (PLAXIS) is studied. Embedded pile feature in which the pile composed of beam elements with
Interaction Behavior Between Existing Building Piles and Piles Supporting Excavation
  • M. Sc. Thesis, Assiut University, Assiut, Egypt, 2017. IJ ER
  • 2017
...
1
2
...