Modeling laterally loaded piles

Szép, János

doi:10.1556/pollack.8.2013.2.13

Cited by 4 publications

(1 citation statement)

References 1 publication

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“…Over the past two decades, increasingly more numerical analysis has been used to investigate this type of SRW (Liu et al [4], Guler et al [5], Ren et al [6]). For more complicated issues in geotechnical engineering, numerical analysis is deemed to be appealing [7,8] as with terraced walls, which are considered a challenge in the design domain of the segmental retaining walls.…”

Section: Introductionmentioning

confidence: 99%

Dynamic behavior of gravity segmental retaining walls

Alsirawan

Alnmr

2023

Pollack

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This work aims to highlight gravity segmental retaining walls with their varied advantages. The paper investigates the dynamic behavior analysis of segmental retaining walls. The stability analysis is conducted on the basis of a pseudo-static Mononobe-Okabe theory that provides safety factors against sliding and overturning failure. The results demonstrate that the crucial safety factor of internal stability is the safety factor against overturning. Moreover, the positive wall inclination angle contributes to an improvement in the stability of the segmental retaining walls and the effect of the vertical seismic coefficient on the stability can be disregarding. Finally, a new equation is proposed for the elementary design of the segmental retaining walls.

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Section: Introductionmentioning

confidence: 99%

Dynamic behavior of gravity segmental retaining walls

Alsirawan

Alnmr

2023

Pollack

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Influence of the distribution of the shear walls on the seismic response of the buildings

et al. 2020

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In this paper, an evaluation was tried for the impact of structural design on structural response. Several situations are foreseen as the possibilities of changing the distribution of the structural elements (sails, columns, etc.), the width of the structure and the number of floors indicates the adapted type of bracing for a given structure by referring only to its Geometric dimensions. This was done by studying the effect of the technical design of the building on the natural frequency of the structure with the study of the influence of the distribution of the structural elements on the seismic response of the building, taking into account of the requirements of the Moroccan earthquake regulations 2000/2011 and using the ANSYS APDL and Robot Structural Analysis software.

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Effect of structures density and tunnel depth on the tunnel-soil-structures dynamical interaction

Achouri

Amrane

2020

Pollack Periodica

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This paper studies the presence effects of two or more adjacent structures on the tunnel responses and vice versa due to surface and underground traffic loads. The study is numerically carried out by using Finite element Plaxis2D software©. The obtained results demonstrate that the dynamical interaction between the tunnel and the structures is significantly influenced by varying the number and distance between the adjacent structures, the depth of the tunnel and the location of the traffic load. These results can be considered and used in realistic and practical cases and also to help build efficient and more comfortable construction projects.

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Modeling laterally loaded piles

Cited by 4 publications

References 1 publication

Dynamic behavior of gravity segmental retaining walls

Dynamic behavior of gravity segmental retaining walls

Influence of the distribution of the shear walls on the seismic response of the buildings

Effect of structures density and tunnel depth on the tunnel-soil-structures dynamical interaction

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