Two-Dimensional Slope Stability Analysis by Plaxis-2d
International Journal for Research in Applied Science and Engineering Technology, 2017 openaire +1 more source
Coupling of the finite element limit equilibrium method with the stochastic search algorithm and its application for an embankment dam. [PDF]
Sci RepŜtetiar J, Chalmovský J.
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DEFORMATION BEHAVIOUR OF STRIP FOOTING ON REINFORCED SOIL USING PLAXIS 2D
Foundations are the most important part of the structure to transfer loads to the soil. Weak and soft soils pose problems to the stability of foundations in particular and overall structures in general. There are numerous techniques to stabilize such soils. The technique of reinforcing soil is a recently developed in which overall stability of the soil
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Modelling of vibration effect of blasting operation using Plaxis 2D programming system
, 2008 The paper presents experimental measurement of dynamic response of blasting operation that was performed in road tunnel Slivenec near Prague. Tunnel was drived by New Austrian Tunneling Method.
Stolárik, Martin
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Effects of Displacement Piles for Dike Reinforcement on Adjacent Buildings. [PDF]
Geotech Geol Eng (Dordr)Ahmad M, Brinkgreve RBJ, Jonkman SN.
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Multiple reinforcement measures of flysch landslide. [PDF]
PLoS One, 2023 Wang W, Bai M, Liu Q, Fekadu HF.
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Influence of cement soil column on soil behavior. [PDF]
Sci RepNashaat AELSW, Kamar AM.
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The effect of RCA pavements on the liquefaction-induced settlement. [PDF]
Sci Rep, 2023 Akbas M, Subasi O, Iyisan R.
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Developing new machine-learning intelligent models to predict the excavation-tunnel displacements. [PDF]
Sci RepTabaroei A +3 more
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Numerical modelling of flow through an embankment using plaxis 2D
Flow through dams has been extensively studied using numerical models in hydraulic engineering. And the present studies the numerical modelling of flow through an embankment using Plaxis software under dynamic loads such as earthquakes in dynamic phase with HS small parameter in undrained stage and initial phase or static phase with Mohrcoulomb ...
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