Results 91 to 100 of about 633,331 (212)

Stability Analysis of Landslide Susceptible Areas Using PLAXIS 2D

Landslide occurrences are largely controlled by different causative factors. Geotecnical properties of soil viz-a-viz type of soil, density, cohesion, angle of internal friction, hydraulic conductivity, etc. affect the natural stability of slopes and therefore, these data can be utilized to determine the susceptibility of a slope to landslides. In this
Anu George, Abhishek Anil, Augustas Antony, Junaid Sha Baig   +3 more
openaire   +1 more source

Pengenalan Aplikasi Plaxis 2D Versi 2023 bagi Komunitas Literasi Muda Teknik Sipil Pekanbaru [PDF]

Global developments encourage the education sector to continuously prepare itself with technological developments to improve the quality of education and enhance human resource capabilities.
Trisep Haris, Virgo, Anggraini, Muthia
core   +1 more source

PERENCANAAN BANGUNAN DINDING PENAHAN TANAH JALAN BINUANG BUKITTINGGI MENGGUNAKAN PLAXIS 2D DAN METODE BIM MENGGUNAKAN SOFTWARE ALLPLAN® [PDF]

, 2021
Sering terjadi longsor di Sumatera Barat, seperti lereng di Bukitinggi tepatnya di jalan Binuang. Longsor adalah salah satu kegagalan struktur yang dapat terjadi oleh alam maupun manusia.
Rayhan, Maghensky
core  

Hydrogeochemically Driven Settlement and Stress–Strain Response in Pile Foundations

Buildings
To accurately assess foundation behaviour under urban conditions, it is essential to integrate geotechnical analysis with continuously evolving hydrogeological parameters.
Zmagul Nuguzhinov, Assel Mukhamejanova, Nagima Zhumadilova, Rafael Sungatullin, Timoth Mkilima   +4 more
doaj   +1 more source

Analysis of Engineering Interventions on Various Soil Combinations using PLAXIS-2D

International Journal for Research in Applied Science and Engineering Technology
Abstract: Slope Stability is a fundamental concept in geotechnical engineering as it plays an important role in the safety and sustainability of civil infrastructures. Rapidly increasing population and the demand of urbanization has made it necessary to utilize all the available area in different terrains. This makes it necessary to study the stability
Aditya Meena, Alka Maurya, Khushi Thakur, Kongan Aryan   +3 more
openaire   +1 more source

Preliminary Analysis of the Behaviour of Monopiles for Offshore Wind Turbines Founded on Calcareous Sand Profiles of the Ceará Coast Through Numerical Modelling

Energies
Offshore wind can diversify the Brazilian electricity matrix, but foundation design on the Ceará continental shelf must account for carbonate sands whose stiffness, crushability and stress-dependent response differ from those of quartz sands.
José Cléber do Nascimento Sales, Gabriela França Azevedo, Claver Giovanni da Silveira Pinheiro, Alfran Sampaio Moura   +3 more
doaj   +1 more source

Исследование взаимного влияния свай в грунте с использованием программного комплекса PLAXIS 2D

, 2020
В данной статье представлен расчет свайных кустов в программном комплексе PLAXIS 2D. На основании полученных результатов осадок свайных фундаментов были выведены коэффициенты группового эффекта и сделаны выводы о взаимном влиянии свай в ...
Каплич, А. С., Кохан, П. В.   +1 more
core  

Numerical Analysis of Stability in Basement Excavations: The Influence of Undrained and Drained Conditions on Soft Soils in Surabaya

Civil and Environmental Science Journal
Excavation in soft soil significantly affects stress-strain behaviour and pore water pressure, influencing overall stability. However, previous studies have primarily focused on excavation stability in moderate soil conditions, with limited analysis of ...
Muhammad Irfan Marasabessy
doaj   +1 more source

Modélisation numérique du creusement du tunnel du metro d'Alger avec PLAXIS 2D et 3D avec l'application de la méthode de convergence-confinement

, 2022
139 p. : ill. ; 30 cmLe Cadre d'exécution de projet métro d'Alger extension El-Harrach-Bab Ezzouar - Aéroport international d'Alger, un tunnel constitué de 10 tronçons sera creusé dans une zone urbaine selon la méthode de construction au tunnelier (TBM).
Messafer, Tahar(Promoteur), Benmahdi, Soumaya, Ghazi, Ouissam   +2 more
core  

Numerical analysis of geosynthetic reinforced piled embankments scale model tests

, 2012
Geoscience and EngineeringCivil Engineering and ...
Van Duijnen, P., Den Boogert, T.H. (author), Den Boogert, T.H., Van Duijnen, P. (author), Van Eekelen, S.J.M., Van Eekelen, S.J.M. (author)   +5 more
core   +1 more source