Ahmed Elsawwaf

Effect of the employed soil constitutive model on the response of large-span soil steel bridges

Design of anchored sheet pile

Design of cantilever sheet pile

Important Guidelines On The Finite Element Modelling Of Micropiles

Lateral earth pressure by Rankine Theory

Active earth pressure on retaining walls using Rankine Theory

At rest lateral earth pressure

Triaxial shear test

Direct shear box test

2.3 Undrained A vs Undrained B vs Undrained C

2.2 Total stress analysis vs effective stress analysis

2.1 The main concept of consolidation

Tension load capacity of pile group in clay | قدرة تحمل مجموعة خوزايق في الطين ضد أحمال الشد

Tension load capacity of pile group in sand | قدرة تحمل مجموعة خوزايق في الرمل ضد أحمال الشد

Impact of Using Geogrids

1.8 The numerical modeling using Plaxis 3D - immediate settlement of surface footings

1.7 Sensitivity analysis of the numerical model

Top-down construction

1.6 Boundary conditions: deformations

1.5 Simulation of soil-structure interaction using interface elements

1.4 Saturated and unsaturated unit weights

1.3 Mohr-Coulomb material model

1.2 Linear elastic material model

1.1 Elements and dimension of the numerical model

1 Immediate settlement of surface footings - the problem under investigation

0 Plaxis 3D - Introduction of the playlist

Immediate settlement of a raft - Example 2 | الهبوط الفوري لقاعدة لبشة

On the Numerical Modeling of the Micropiles using Plaxis 3D

Design of raft footing - Example 2 | تصميم قاعدة اللبشة

Design of raft footing | تصميم قاعدة اللبشة