Simulation of Plate Load Test to Determine Field Settlement Using Finite Element Method
Plate load test is one of the most important tests for obtaining soil information, particularly input data regarding foundation design. In this study, the 2D and 3D models were employed in the interpretation of the plate load test using CONNECT Edition ...
Tadesse Endale Teferra +2 more
doaj +2 more sources
Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method
A landslide is the downslope movement of a soil mass or rock or debris of both (Bobrowski and Highlind, 2008). One of the measures to mitigate slope erosion that causes landslide is by applying bio-engineering system using a vegetation called Vetiver ...
Indra Noer Hamdhan +2 more
doaj +1 more source
Metode pembebanan awal (preloading) dan drainase vertikal adalah salah satu metode yang digunakan untuk meningkatkan kekuatan geser tanah lunak. Pembebanan awal dilakukan dengan tujuan mengkonsolidasi lapisan tanah lunak dengan besar pembebanan yang sama
titi titi hayati +2 more
doaj +1 more source
Predicting the performance of retaining structure under seismic loads by PLAXIS software
The dynamic response of the retaining structures is a complex issue, and a major challenge in their design, especially under seismic loading conditions.
Badr Mustafa Maadh +1 more
doaj +1 more source
The Behavior of the Al-Kadhim Minaret during Earthquakes: A Virtual Study
The study focuses on the causes of minaret tilting as well as possible solutions. The major aims of this study are to improve knowledge of historical tall structure stability and rehabilitation operations using the finite element approach to model the ...
Mohamed Saad Hadi, Haider M. Mekkiyah
doaj +1 more source
Possibilities of complex numerical modelling at the Czech Geotechnical Society workplace
In the paper, there are examples of complex geotechnical problems in both 2D and 3D that are modelled using PLAXIS software on the specialist workstation provided by the Czech Geotechnical Society to their members.
Martin Vaníček +2 more
doaj +1 more source
Numerical analysis of group effect on dragload on piles subjected to negative skin friction [PDF]
In this paper, the group effect on dragload on pile group subjected to negative skin friction is studied. The effect of pile spacing, pile location in a group and pile number is studied using finite element program PLAXIS 3D. Single pile, 2x2 pile groups
Marwan Shahin, Ahmed Farouk, Mohsen Saad
doaj +1 more source
A Numerical Analysis on the Behavior of Single Battered Pile under Pullout Loading [PDF]
Batter or raker piles are piles driven at an inclination with a vertical to resist large inclined or lateral forces. Many structures like offshore structures and towers are subjected to overturning moments due to wave pressure, wind load, and ship ...
Al-Tememy Mais S. +2 more
doaj +1 more source
Analysis and Design of Piled Raft Foundation Taking into Account Interaction Factors
In a combined piled raft foundation (CPRF) both raft and piles take their share of the total load applied. However, in practice, the contribution of a raft in taking load is usually ignored and the load is assumed to be supported on piles.
Irfan Jamil +6 more
doaj +1 more source
Effect of Contact Pressure on the Lateral Capacity of Piles
This study aims to determine how to contact pressure affects pile capacity. First, a single pile model was subjected to a total of six tests, five conducted under varying surface loads and one conducted on a single pile raft.
Wali Ullah +5 more
doaj +1 more source

