The behavior of laterally loaded barrette groups using hybrid flexibility coefficient and finite element technique

Author:

El-Gendy Mahmoud MohamedORCID,Ibrahim Hassan Mohamed HassanORCID,El-Arabi Ibrahim Ahmed

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference24 articles.

1. Basu D, Salgado R (2008) Analysis of laterally loaded piles with rectangular cross sections embedded in layered soil. Int J Numer Anal Meth Geomech 32(7):721–744. https://doi.org/10.1002/nag.639

2. Choi Y, Basu D, Salgado R, Prezzi M (2014) Response of laterally loaded rectangular and circular piles in soils with properties varying with depth. J Geotechn Geoenviron Eng. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001067

3. El Gendy M (2007) Formulation of a composed coefficient technique for analyzing large piled raft. Ain Shams Eng J 42:29–56

4. EL Gendy M, El Gendy A, El Gendy O (2018) Analysis of Piled raft of Burj Khalifa in Dubai by the program ELPLA, GEOTEC Software Inc, Canada.

5. EL Gendy M, EL Gendy A (2020) Analysis and design of raft and piled Raft-Program ELPLA. GEOTEC Software Inc, Canada

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