The results of the master's research on calculation and construction gabion retaining wall are given. influence various factors its stability analyzed

Through coming into force of the Concrete Construction Technical Regulations [1], to the European standards were also added [2] and [3] (Attachment I.4, Standards) in civil engineering, i.e. construction and geotechnical regulations. Based on this, a need appeared for revising current technical regulations [4] and critical view of new standards. A certain number of comparable analyses on as lar...

The cliff in the Mutiara Palas Indah housing estate, Rumbai Bukit sub-district, Pekanbaru City, which experienced a landslide at end of 2019, was caused by quite heavy rain. So it is necessary to plan soil reinforcement using cantilever type retaining walls reinforced concrete avoid landslides, with results analysis area simplified bishop method, safety factor on this has (F = 1,388 ) after get...

Two centrifuge tests on a quay wall and cantilevered retaining with saturated granular backfills were simulated using Finn-Byrne model. Capabilities of model in liquefaction analysis the evaluated. The subjected to horizontal acceleration time history vertical history. constitutive is linear elastic – perfectly plastic Hooke’s elasticity Mohr-coulomb criterion for yield surface assumed backfill...

In this paper, a new approach for nonlinear numerical modelling of the reinforced concrete shear walls with consideration of bar-concrete interaction and shear deformation is proposed. Bar and concrete stress-strain relations, the bar-concrete interaction, the shear stress-strain relation and, also, their cyclic behavior including the strength degradation and stiffness degradation are adopted a...

Self-centering rocking walls are known as viable alternatives to typical shear walls, as they provide a number of solutions for eliminating seismic flaws of conventional designs. These rocking walls have a generally positive impact on the seismic behavior of structural systems, but their design makes them susceptible to concrete crushing around their base, which can lead to significantly advers...

concrete shear walls are the most prevalent structural systems resisting lateral loads due to earthquakes in high-rise buildings. very large in-plane stiffness of shear walls provides an excellent drift control in the structure. however, structural damages and early code shortcomings threaten the efficiency of existing structural walls against earthquake. recently, fiber reinforced polymer (frp...

verifying the behavior of shear walls in a tall building requires reliable response results. this paper examined nonlinear fiber element modeling of a slender reinforced concrete shear wall during large-scale shaking table testing. the goal was to understand and validate the inelastic responses given by fiber models using time history analysis. reasonable agreement was found between the numeric...