Analysis of circular ventilation shaft with 2D and 3D finete element models (FEM) [PDF]
, 2015 Εθνικό Μετσόβιο Πολυτεχνείο--Μεταπτυχιακή Εργασία. Διεπιστημονικό-Διατμηματικό Πρόγραμμα Μεταπτυχιακών Σπουδών (Δ.Π.Μ.Σ.) “Σχεδιασμός και Κατασκευή Υπόγειων ...
Papadopoulos, Damianos +1 more
core +1 more source
Application of Numerical Method in Assessing the Variations in Pile Group Efficiency under Different Circumstances [PDF]
Computational Engineering and Physical Modeling, 2022 Rapid urbanization creates a demand to expand the cities where using pile foundation became a recurrent practice. To ensure sustainability of projects pile load tests are important but may not be always feasible in terms of costing, on-site constrains ...
Taskid Asif +4 more
doaj +1 more source
Numerical Assessment of Isolated Footing Capacity due to its Size and the Impact of Neighboring Foundation [PDF]
Computational Engineering and Physical Modeling, 2022 Shallow foundations are uses for safe transmission of structural load to the ground considering soil bearing capacity and allowable settlement. In this research, an empirical analysis is present by using Terzaghi and Meyerhof model.
Mahadi Hasan +4 more
doaj +1 more source
Stability Analysis Quay Wall at The Amazonehaven, Port of Rotterdam
MATEC Web of Conferences, 2017 The stability of any structure is an important aspect in civil engineering. This aspect is the subject of the researched quay wall at the Amazonehaven, port of Rotterdam.
Mourillon Nadevah K.N. +4 more
doaj +1 more source
Effect of vibro stone column installation on the performance of reinforced soil [PDF]
, 2018 Empirical design methods for stone column foundations are often on single stone columns or as a homogeneous medium of soil/column. These methods underestimate the capacity of the composite system because they do not take into account the increased ...
Al Ammari, K, Clarke, BG
core +1 more source
Analysis of the application efficiency of the slab-pile foundation using the example of a two-layer base [PDF]
E3S Web of Conferences, 2021 The purpose of this work was to determine the increase of the limit load when resting the foundation slab on the ground at a different pitch of piles and their different length. The main task is to calculate the combined pile-slab foundation.
Chunyuk Dmitry +2 more
doaj +1 more source
Modelling the response of single passive piles subjected to lateral soil movement using PLAXIS [PDF]
, 2015 Response of single pile subjected to lateral displacements of soil mass using 3D finite element software (PLAXIS) is studied. Embedded pile feature in which the pile composed of beam elements with special interface elements to represent pile-soil ...
Al-Abboodi, I +2 more
core +1 more source
Influence of Surcharge Preloading Improvement on Surrounding Environment Based on Plaxis 3D [PDF]
IOP Conference Series: Earth and Environmental Science, 2017 In order to evaluate the influence of surcharge preloading on the surrounding environment, the surcharge preloading are numerically simulated in the paper. The results show that: 1) With the increase of surcharge load the maximum horizontal displacement gradually increases.
openaire +1 more source
Seismic behavior of triple tunnel complex in soft soil subjected to transverse shaking [PDF]
, 2020 Combining multiple tunnels into a single tunnel complex while keeping the surrounding area compact is a complicated procedure. The condition becomes more complex when soft soil is present and the area is prone to seismic activity.
De Backer, Hans +4 more
core +1 more source
Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 7, Page 3155-3173, May 2026.ABSTRACT Tunnelling in urban environments can significantly affect existing buried structures such as pile foundations. However, the current understanding of how tunnelling‐induced ground movements influence the stability and serviceability of piles remains limited. This knowledge gap presents potential risks that must be addressed during tunnel design
Phatharaphong Yensri +3 more
wiley +1 more source