Results 1 to 10 of about 2,230,220 (315)
In this study, a foundation bearing capacity limit analysis upper-bound solution (FLU) was proposed under the theoretical framework of limit analysis. To be more specific, an optimized mathematical model based on a rigid block discrete system was first ...
Xing-Chao Lin +4 more
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Learning from the Past: Parametric Analysis of Cob Walls
In this paper, the results obtained from a series of parametric analyses, where the influence that geometric and mechanical parameters have in the structural response of existing vernacular cob walls within an Irish context, are presented.
Alejandro Jiménez Rios
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This paper presents a novel formulation for the computational homogenization analysis of materials at the limit state. The polynomial interpolations are employed to impose the periodic boundary conditions for the fluctuating term of the displacement ...
Phuc L. H. Ho +3 more
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Bearing Capacity of Strip Footings near Slopes Using Lower Bound Limit Analysis [PDF]
Stability of foundations near slopes is one of the important and complicated problems in geotechnical engineering, which has been investigated by various methods such as limit equilibrium, limit analysis, slip-line, finite element and discrete element ...
Javad Mofidi rouchi +2 more
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This study investigates the probabilistic stability of embankment slopes subjected to water level drawdown using the random field finite element method (RFEM) with strength reduction technology.
Xiaobing Wang +4 more
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In this paper, Artificial Neural Networks (ANN) have been utilized to predict the stability of a planar tunnel heading in rock mass based on the well-defined Hoek-Brown (HB) yield criterion.
Chayut Ngamkhanong +7 more
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Stability analysis of shield tunnel face considering spatial variability of hydraulic parameters
The shield method is commonly employed in the construction of urban subways, and the stability of the excavation surface is extremely important for the safety of tunnel construction.
YUAN Shuai +4 more
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Limit analysis of beams under combined stresses [PDF]
The problem of the determination of limit bearing capacity of beam cross section under pure bending, eccentric tension, pure shear, as well as combined stress is considered in this paper.
Mijalković Marina +2 more
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In order to calculate the minimum inserted depth of rigid anti-slide piles in stable soil with oblique top surface in the downslope area of the piles in a reinforced slope under a specified factor of safety, according to elastic-foundation-coefficient ...
Shiguo XIAO, Yuan QI, Laibin SUN
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Assessment and Fragility of Byzantine Unreinforced Masonry Towers
The seismic response of five cultural heritage towers erected between the 10th and 19th century AD are investigated herein. Firstly, their architectural and modal characteristics were studied in the light of seismic events that hit the monuments.
Emmanouil-Georgios Kouris +4 more
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