Shehata / Desai Advances in Numerical Methods in Geotechnical Engineering

Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE)
1. Auflage 2019
ISBN: 978-3-030-01926-6
Verlag: Springer International Publishing
Format: PDF
Kopierschutz: 1 - PDF Watermark

E-Book, Englisch, 209 Seiten

Reihe: Earth and Environmental Science (R0)

This volume deals with numerical simulation of coupled problems in soil mechanics and foundations. It contains analysis of both shallow and deep foundations. Several nonlinear problems are considered including, soil plasticity, cracking, reaching the soil bearing capacity, creep, etc. Dynamic analyses together with stability analysis are also included. Several numerical models of dams are considered together with coupled problems in soil mechanics and foundations. It gives wide range of modeling soil in different parts of the world. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).

Zielgruppe

Research

Autoren/Hrsg.

Shehata, Hany

Desai, Chandrakant S.

Inhaltsverzeichnis

Numerical investigation of the frequency influence on soil characteristics during vibratory driving of tubular piles.- Critical state theory for sand with fines: A DEM perspective.- Modelling the liquefaction behaviour of Sydney sand and the link between static and cyclic instability.- Numerical stability analysis of the abutment dam slopes using the key group.- An Enhanced Solution For The Expansion of Cylindrical Cavities In Modified Cam Clay.- 2D Spatial Variability Analysis of Sugar Creek Embankment: Comparative Study.- The influence of Rayleigh coefficients on numerical calculation in specific dynamic problems- Numerical Assessment of Ain-Tinn Slope Stability in Mila Province (Algeria).- Stochastic Modeling of the Spatial Variability of Soil.- 3D- analysis of piled raft under the action of vertical and earthquake loads.- Scaling factors for generating p-y curve for liquefied soils from its stress-strain behaviour.- Finite Element Analysis ofSub_Surface Settlements & Pile-Tunnel Interaction.- Evaluation of Design Parameters of Near Embankment Underground Tunnel Structure by Numerical Analysis of a 2D Plain Strain Model.

Über Autor(innen)

Dr. Hany Shehata is the founder and CEO of the Soil-Structure Interaction Group in Egypt “SSIGE.” He is a partner and vice-president of EHE-Consulting Group in the Middle East, and managing editor of the “Innovative Infrastructure Solutions” journal, published by Springer. He worked in the field of civil engineering early, while studying, with Bechtel Egypt Contracting & PM Company, LLC. His professional experience includes working in culverts, small tunnels, pipe installation, earth reinforcement, soil stabilization, and small bridges. He also has been involved in teaching, research, and consulting. His areas of specialization include static and dynamic soil-structure interactions involving buildings, roads, water structures, retaining walls, earth reinforcement, and bridges, as well as, different disciplines of project management and contract administration. He is the author of an Arabic practical book titled “Practical Solutions for Different Geotechnical Works: The Practical Engineers’ Guidelines.” He is currently working on a new book titled “Soil-Foundation-Superstructure Interaction: Structural Integration”. He is the contributor of more than 50 publications in national and international conferences and journals. He served as a co-chair of the GeoChina 2016 International Conference in Shandong, China. He serves also as a co-chair and secretary general of the GeoMEast 2017 International Conference in Sharm El-Sheikh, Egypt. 2016 Outstanding reviewer of the ASCE as selected by the Editorial Board of International Journal of Geomechanics.