Modeling single barrettes as elastic support by CCT

M El Gendy, H Ibrahim, I El Arabi - Malaysian Journal of Civil …, 2018 - journals.utm.my
Classical analyses of barrette foundation taking into account full interactions between
barrette and the surrounding soil leads to a huge barrette stiffness matrix. Consequently, a …

Composed coefficient technique for modelling barrette groups

M El Gendy, H Ibrahim, I El Arabi - Malaysian Journal of Civil …, 2019 - journals.utm.my
Most of soil structure interaction methods for analyzing large-section supports such as
barrette foundation modeling and the surrounding soil are using 3D finite element (FE) …

Improving Tilted Foundations Over Soft Clay Using Micropiles: Numerical Analysis

W El Kamash, H El Naggar - Geotechnical and Geological Engineering, 2023 - Springer
Micropiles can be a suitable option for tilted foundations of inclined buildings standing on
soft clay, where other options, such as soil injection, are either unavailable or considered to …

ANALYZING SINGLE BARRETTES AS RIGID SUPPORT BY COMPOSED COEFFICIENT TECHNIQUE

M El Gendy, H Ibrahim, I El Arabi - Malaysian Journal of Civil …, 2017 - journals.utm.my
Most of soil structure interaction methods for analyzing large-section supports such as
barrette foundation modeling the barrette and surrounding soil using 3D FE model. In which …

Analyzing barrettes as large-section supports by CCT

HS Ghatass, I El Arabi, M El Gendy - Port-Said Engineering …, 2016 - journals.ekb.eg
Most of soil structure interaction methods for analyzing large-section supports such as
barrette foundation modeling the barrette and surrounding soil using 3D FE model. In which …

Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study

MEL Gendy - 2024 - researchsquare.com
Pile foundations frequently encounter lateral loads originating from various hazards. These
types of foundations are commonly utilized in structures like bridges, retaining walls, and …

Developing the composed coefficient technique for analyzing laterally loaded barrettes

MM El Gendy, HMH Ibrahim, IA El Arabi - Innovative Infrastructure …, 2020 - Springer
Extreme heavy-loaded structures cause massive axial and lateral loads, which need a
special system of foundations to transmit these loads into the surrounding soils. Many …

Analysing rectangular pile using one dimensional finite element

M El Gendy, H Ibrahim, I El Arabi - Geotechnical and Geological …, 2020 - Springer
The traditional methods for analysing rectangular piles (Barrettes) are mainly modelling the
barrette and surrounding soil using 3D-FE. 3D-FE for barrette foundations needs a huge …

Superstructure stiffness effect on the behavior of piled raft under wind and earthquake loadings.

S Fathy, IH ElKersh, WH ElKamash… - Journal of …, 2024 - search.ebscohost.com
Earlier studies relied on simplified methods, assuming uniform or concentrated loads directly
transferred from the superstructure to the raft through a fixed boundary condition neglecting …

Superstructure stiffness effect on the behavior of piled raft under wind and earthquake loadings

S Abd ElShafy Ahmed, IH ElKersh… - JES. Journal of …, 2024 - jesaun.journals.ekb.eg
Earlier studies relied on simplified methods, assuming uniform or concentrated loads directly
transferred from the superstructure to the raft through a fixed boundary condition neglecting …