Results 31 to 40 of about 472 (176)
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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A Surrogate Model for Stability Assessment of Two‐Layered Cohesive Slopes
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 10, Page 4142-4163, July 2026.ABSTRACT This paper introduces a novel surrogate model for rapid stability evaluation of two‐layered cohesive slopes under undrained conditions. The model eliminates the need for iterative calculations and slip surface searches, allowing for fast and accurate stability assessments without reliance on advanced numerical tools. The formulation is derived
Naloan Coutinho Sampa +1 more
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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
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Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 7, Page 3155-3173, May 2026.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
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Study on the settlement of raft foundations by different methods
MATEC Web of Conferences, 2018 In order to study effects of the size, the stiffness of foundation, and the applied load on the thickness of compressed zone and the settlement of raft foundations, this paper analyze methods of settlement calculation such as the method of summation of ...
Le Ba Vinh, Nguyen Van Nhan, Le Ba Khanh
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International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 6, Page 2806-2822, 25 April 2026.ABSTRACT Design optimization for automatically generating optimal design results is a promising technique for enhancing the efficiency of design processes and outcomes. However, its development for soil nail reinforced slopes is limited since the traditional slope stability analysis using the limit equilibrium method (LEM) becomes relatively time ...
Weihang Ouyang, Kai Liu, Si‐Wei Liu
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Analysis of the Effect of Anchor Rod on the Behavior of Diaphragm Wall Using Plaxis 3d
Aquatic Procedia, 2015 Abstract Diaphragm walls and anchor rods are generally provided to support open berth structures in marine soils. The diaphragm walls are subjected to loads due to the soil layer on one side of the structure. Anchor rods may be provided in order to strengthen the structure and to resist the lateral loads and reduce the deflection to a large extent ...
Yajnheswaran, , Ranjan, H.S., Rao, Subba
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Analysis of Soil Displacement Field Caused by Small‐Radius S‐Shaped Tunnel
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.Small‐radius curved tunnels are increasingly adopted in urban areas to navigate around existing infrastructure. However, their excavation induces more complex and asymmetric soil displacements compared to straight tunnels, especially in S‐shaped alignments where two consecutive reverse curves interact. This study uses 3D numerical modelling (Plaxis 3D)
Heng Liu +6 more
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Settlement Modelling of Raft Footing Founded on Oferekpe/Abakaliki Shale in South East Region of Nigeria [PDF]
Computational Engineering and Physical Modeling, 2018 In engineering practice, settlement of foundations are experimentally determined or numerically modelled based on conventional saturated soil mechanics principles. The study area, Oferekpe in Abakaliki LGA of Ebonyi State, South Eastern Region of Nigeria
Salahudeen Bunyamin, Saideh Aghayan
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Advances in Civil Engineering, Volume 2026, Issue 1, 2026.This study investigated the suitability of natural cinder gravel blended with fine‐crushed aggregates as a base course pavement material using laboratory tests and numerical simulations. Laboratory test results for natural cinder gravel indicated that cinder gravel alone failed to meet the Ethiopian Roads Authority (ERA) standard specifications for ...
Hawi Abdissa +4 more
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