Results 41 to 50 of about 472 (176)

Behavior of ring footing resting on reinforced sand subjected to eccentric-inclined loading

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2018
Ring footings are suitable for the structures like tall transmission towers, chimneys, silos and oil storages. These types of structures are susceptible to horizontal loads (wind load) in addition to their dead weight.
Vaibhav Sharma, Arvind Kumar
doaj   +1 more source

Deformation Analysis of Deep Foundation Pits Based on Fluid–Structure Interaction

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
In foundation pit engineering design, the seepage‐induced impact of groundwater is often oversimplified when calculating the deformation of the retaining structure and the surrounding soil caused by excavation. Moreover, the coupled interaction between groundwater and soil is neglected, causing simulated conditions to deviate from actual site ...
Dong Li   +5 more
wiley   +1 more source

Effect of Diameter of Micropile on the Minaret Behavior during Earthquake, Virtual study

open access: yesJournal of Engineering, 2022
This study aims to suggest a technique for soil properties improvement of AL- Kadhimin shrine Minaret and to support the foundation, which has a tilt of roughly 80 cm from the vertical axis.
Mohamed Saad Hadi, Haider M. Mekkiyah
doaj   +1 more source

Stability study on the northern batter of MBC Open Pit using Plaxis 3D

open access: yesArabian Journal of Geosciences, 2018
Cracks appeared on the northern batter at Maddingley Brown Coal Open Pit Mine, Victoria, Australia, on 8 November 2013 and a 2-day rainfall event happened 5 days later. This study models the stability of the northern batter considering the effect of the rainfall event and an emergency buttress using finite element method (FEM) encoded in Plaxis 3D.
Lei Zhao, Greg You
openaire   +2 more sources

Research on Vertical Deformation Patterns of Airport Runway Surfaces Caused by Horizontal Directional Drilling Based on Ansys

open access: yesJournal of Advanced Transportation, Volume 2026, Issue 1, 2026.
This study investigates the impact of horizontal directional drilling (HDD) technology on the vertical surface deformations of airport runways, specifically in the context of airport lighting system renovations. Taking Guanghan Airport (China) as a case study, the research combines field experiments with finite element numerical simulations to analyze ...
Yueya Shi   +5 more
wiley   +1 more source

Analysis of soil-structure interaction using 2D/3D FEM calculations in geotechnical design [PDF]

open access: yesArchives of Civil Engineering
Geotechnical design is a complex, interdisciplinary field involving soil science, mechanics, and rheology. This article presents a comprehensive solution for geotechnical design using digital data from various programs, focusing on Ultimate Limit State ...
Grzegorz Kacprzak   +6 more
doaj   +1 more source

Factors affecting the lateral contribution of a raft in a piled raft system

open access: yesAin Shams Engineering Journal, 2023
Contribution of the raft to lateral loads in a piled raft foundation system can be influenced by various factors including vertical contact pressure, number of piles, pile length, and spacing to diameter s/d ratios.
Irfan Jamil   +5 more
doaj   +1 more source

Deformation and Stability of a Deep Excavation in Basalt Strata: A Case Study

open access: yesModelling and Simulation in Engineering, Volume 2026, Issue 1, 2026.
To investigate the behavior of deep excavations in basaltic formations, finite element models were developed based on field cases with on‐site monitoring data, facilitating a comprehensive analysis of the deformation patterns, environmental impacts, and stability of the excavations throughout the excavation process.
Yurong Xie   +7 more
wiley   +1 more source

Settlement Analysis of a Large Pile Group Supporting an LNG Storage Tank

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 49, Issue 16, Page 3858-3879, November 2025.
ABSTRACT Liquefied natural gas (LNG) storage tanks are often supported by large pile groups (>100 piles). The design of such foundations is generally governed by settlement rather than bearing capacity. However, minimal information is available regarding the settlement performance of the LNG tank foundations. This article first presents a comprehensive
Wuyu Zhang   +3 more
wiley   +1 more source

Numerical Analysis of a Pile-Soil System Under Earthquake Loading

open access: yesمجلة النهرين للعلوم الهندسية, 2017
Due to significant increasing in seismic activity in world during the last decades especially in Middle East region; engineers have been giving increasing attention to the design of buildings for earthquake resistance.
Qassun S. Mohammed Shafiqu   +1 more
doaj  

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