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 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
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
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
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
Performance of laterally loaded piles considering soil and interface parameters [PDF]
, 2014 © 2014 Techno-Press, Ltd. To investigate the soil-pile interactive performance under lateral loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and medium dense sand.
Basack, S +4 more
core +1 more source
Slope Stability Estimation of the Kościuszko Mound in Cracow
Studia Geotechnica et Mechanica, 2015 In the paper, the slope stability problem of the Kościuszko Mound in Cracow, Poland is considered. The slope stability analysis was performed using Plaxis FEM program. The outer surface of the mound has complex geometry.
Wrana Bogumił, Pietrzak Natalia
doaj +1 more source
Pavement Service Life Prediction with PLAXIS 3D in Bangladesh
American Journal of Civil EngineeringThis research aims to forecast the service life of the flexible pavement in Bangladesh. The service life of flexible pavement is greatly affected by the climate and traffic load. Pavements are severely deteriorated by the overweight trucks, shortening their lifespan.
Muhammad Hossain +3 more
openaire +1 more source
Використання програмного комплексу для аналізу напружено-деформованого стану основи палевого фундаменту [PDF]
, 2013 В роботі порівнюються результати досліджень впливу палевого фундаменту на ґрунтову основу з використанням ростверку відповідної жорсткістю по випробуванням на будівельному майданчику та з застосуванням програмного комплексу Plaxis 3D foundation.В
Гембарська, М. О. +1 more
core
Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures
International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.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