Coupling of the finite element limit equilibrium method with the stochastic search algorithm and its application for an embankment dam. [PDF]
Ŝtetiar J, Chalmovský J.
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Two-Dimensional Slope Stability Analysis by Plaxis-2d
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Modelling of vibration effect of blasting operation using Plaxis 2D programming system
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
core
Effects of Displacement Piles for Dike Reinforcement on Adjacent Buildings. [PDF]
Ahmad M, Brinkgreve RBJ, Jonkman SN.
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Multiple reinforcement measures of flysch landslide. [PDF]
Wang W, Bai M, Liu Q, Fekadu HF.
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Influence of cement soil column on soil behavior. [PDF]
Nashaat AELSW, Kamar AM.
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The effect of RCA pavements on the liquefaction-induced settlement. [PDF]
Akbas M, Subasi O, Iyisan R.
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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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Developing new machine-learning intelligent models to predict the excavation-tunnel displacements. [PDF]
Tabaroei A +3 more
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Reinforced Fill Structure with Alternative Fill Materials: An Application of Geogrid Creep Strain Analysis Using Numerical Modeling. [PDF]
Khan AR, Di Emidio G.
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