Numerical simulation of pile installation

J Dijkstra, W Broere, OM Heeres - Computers and Geotechnics, 2011 - Elsevier
During installation of a displacement pile, the soil around the pile is heavily distorted. The
resulting changes in soil density and stress state around the pile determine the ultimate pile …

Behavior of a large diameter bored pile in drained and undrained conditions: comparative analysis

ME Al-Atroush, A Hefny, Y Zaghloul, T Sorour - Geosciences, 2020 - mdpi.com
Despite the difficulties in obtaining the ultimate capacity of the large diameter bored piles
(LDBP) using the in situ loading test, this method is the most recommended by several …

System-level modeling methodology for capturing the pile cap, helical pile group, and soil interaction under uplift loads

A Sharma, S Guner - Engineering Structures, 2020 - Elsevier
In tall and light structures, such as transmission towers, wind turbines, and light-gauge steel
structures, there is an increasing application of pile cap with helical pile foundation systems …

[PDF][PDF] Numerical analysis of large diameter bored pile installed in multi layered soil: A case study of damietta port new grain silos project

M Eid, A Hefny, T Sorour, Y Zaghloul… - Int. J. Curr. Eng …, 2018 - academia.edu
A finite element model is established using MIDAS GTS NX 2018 software, in order to
simulate the behavior of an instrumented large diameter bored pile, installed in multi layered …

[PDF][PDF] Numerical simulation of axially loaded to failure large diameter bored pile

M Ezzat, Y Zaghloul, T Sorour, A Hefny… - Int. J. Geotech. Geol. Eng …, 2019 - academia.edu
Ultimate capacity of large diameter bored piles is usually determined from pile loading tests
as recommended by several international codes and foundation design standards …

[HTML][HTML] Performance of Monotonic Pile Penetration in Sand: Model Test and DEM Simulation

J Feng, R Luo, X Dong, X Zhang, Q Shen - Buildings, 2024 - mdpi.com
By integrating laboratory tests and three-dimensional discrete element methods, this
research extensively explores the macroscopic and microscopic mechanisms of static pile …

[PDF][PDF] Numerical investigation into stress and strain development around a displacement pile in sand

J Dijkstra, W Broere, AF Van Tol - Numerical Methods in …, 2006 - researchgate.net
This paper presents two methods for the modelling of the stress and strain developments in
the soil due to the installation of a displacement pile using the finite element method. The …

Evaluasi Daya Dukung Pondasi Boredpile Menggunakan Metode Numerik 3 Dimensi dengan Hasil Uji di Lapangan

AG Habrianto, DS Pratiwi… - RekaRacana: Jurnal Teknil …, 2021 - ejurnal.itenas.ac.id
Pondasi tiang bor merupakan salah satu jenis pondasi dalam yang sudah sangat populer,
terutama untuk pembangunan gedung-gedung megastruktur. Pada perencanaan suatu …

岩土工程下沉贯入数值模拟方法研究进展

闫澍旺, 霍知亮 - 力学与实践, 2016 - lxsj.cstam.org.cn
岩土工程下沉贯入领域的数值分析, 由于结构物贯入时网格变形过大而产生扭曲畸变等问题,
常会造成收敛困难甚至计算结果失真. 采用合适的数值方法分析此类问题颇具挑战性 …

Advance in numerical simulation methods for penetration in geotechnical engineering

YAN Shuwang, HUO Zhiliang - Mechanics in Engineering, 2016 - lxsj.cstam.org.cn
Earth penetration in geotechnical engineering is difficult to model, largely due to the
transient, cou-pled nature of the impact event. The interaction between the penetrator and …