Results 61 to 70 of about 983 (184)
A Modified Strain‐Wedge Model for Small Strain Rigid Piles in Sand
Engineering Reports, Volume 7, Issue 1, January 2025.This paper develops a modified strain‐wedge (MSW) model within the small strain regime. The model developed is three times more accurate for predicting the pile rotation point and the maximum bending moment than previous models. However, FEA is more precise than the developed model when the strain enters the medium to large domain.
Yisheng Yin, Dongyuan Wang, Kai Cui
wiley +1 more source
Prediction of Soil Liquefaction by Using UBC3D-PLM Model in PLAXIS
, 2014 Liquefaction is a phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other rapid cyclic loading. Liquefaction and related phenomena have been responsible for huge amounts of damage in historical earthquakes around the world.
A. Daftari, W. Kudla
openaire +3 more sources
Ciencia e Ingeniería Neogranadina, 2004 El presente trabajo muestra una comparación entre los resultados obtenidos en deflexión, esfuerzo radial y esfuerzo vertical del cálculo de una estructura de pavimento flexible al ser analizada por el programa Praxis (Software de elementos finitos) y ...
Óscar Javier Reyes Ortiz +2 more
doaj
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
Numerical Simulation of Layered Compressible Soils’ Creep Deformation Under Monopile Foundation
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Creep deformation, a key issue in foundation stability, is a long‐term soil deformation that can cause significant damage and catastrophic failure to various structures. This numerical investigation aims to estimate the creep deformation variation of layered compressible soils under monopile foundation using the PLAXIS 3D analysis software. Accordingly,
Defaru Katise Dasho +4 more
wiley +1 more source
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.This study evaluates the static and seismic stability of the Narasimharaya Sagar (Gorukallu Balancing Reservoir) earthen dam, located in India’s seismically active Zone II. Using GeoStudio software, seepage, slope stability, and liquefaction analyses were conducted to assess the dam’s performance under static and dynamic conditions.
Chih-Wei Lu +6 more
wiley +1 more source
علوم آب و خاک, 2019 Modeling of Kaboodval Dam using Plaxis software has been used for the Mouher-Columb behavior model. The effect of two continuities of embankment and watering operations on the meeting was considered.
F. Salmasi, H. Hakimi Khansar, B. Norani
doaj
Andalasian International Journal of Applied Science, Engineering, and TechnologyGeotechnical issues often include settlement and soil bearing capacity, which serve as the foundation for toll roads. Each toll road is designed with specific loads and elevations, which sometimes cannot be supported by the consolidation of the existing ...
Muhammad Sultan Mubaraq Saragih +1 more
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مجله آب و خاک, 2014 Pore pressure, seepage and drainage discharge through in earthen dams are the most important characteristics that have to be defined in order to analysis an earth dam. These parameters have been measured since beginning of building dam.
N. Najafpour, M. Shayannejad, H. Samadi
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
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