Results 61 to 70 of about 4,317 (206)
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.
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Advances in Civil Engineering, Volume 2025, Issue 1, 2025.In the present paper, a three‐dimensional (3D) numerical model was established to assess the ground vibrations induced by vehicles traversing road surface irregularities. The equations of motion for the coupled system, comprising a multibody vehicle model and road unevenness profiles, were first solved to determine the dynamic vehicle loads.
Hussein Hadi Hussein +2 more
wiley +1 more source
Numerical Analysis of a Pile-Soil System Under Earthquake Loading
مجلة 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
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Influence of soil properties and mat foundation stiffness on the structural design [PDF]
, 2016 This thesis analyses soil-structure interaction for different foundation mat thicknesses, soil properties and subgrade models. Dimensions of foundation mat, loads and load combinations were determined based on Eurocode standards.
Klinc, Blaž
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Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Contemporary geotechnical engineering practice increasingly employs soil nailing technology for slope stabilization and excavation support. This necessitates comprehensive evaluation of not only stability but also wall displacements and nail performance to ensure structural integrity.
Habtamu Kefyalew Molla +2 more
wiley +1 more source
Stability study on the northern batter of MBC Open Pit using Plaxis 3D
Arabian 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
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Numerical Analysis of Parametric Effects on Pile‐Stabilized Slopes Under Lateral Load
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Slope instability poses significant risks to infrastructure, demanding effective stabilization methods. Piles have been widely used as a slope stabilization method because of their ability to resist lateral soil pressure and transfer loads to competent strata with little disturbance.
Nagessa Zerihun Jilo +5 more
wiley +1 more source
A 3D numerical analysis of the compaction effects on the behavior of panel-type MSE walls
Open Geosciences, 2020 Soil is weak in tension but strong in compression. The resistance to tensile deformation of soil is given by the tensile force of the reinforcement in the reinforced soil, and the tensile force of the reinforcement is generated by the frictional force at
Won Myoung-Soo, Langcuyan Christine P.
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Three-dimensional advanced numerical approaches to the seismic soil and structural response analyses [PDF]
, 2016 A 3D non-linear finite element approach is developed to study the free-field seismic ground response and the soil-structure interaction (SSI) phenomena at the Lotung site (Taiwan) during the earthquake event occurred on May 20 1986.
Amorosi, Angelo +3 more
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Evaluation of an Alternative Tunnel Support System to Build Shallow Metro Stations at Urban Areas
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Ground surface settlement is the most significant restriction when constructing shallow metro station tunnels in urban areas. The umbrella arch method (UAM) is generally applied as a tunnel support method. However, UAM becomes inadequate in some soil conditions, such as loose sand or soft clay.
Mücahit Namlı, Arnab Biswas
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