Optimization of Counterfort Retaining Wall Structure with Shear Key using Metaheuristic Method

This paper presents the optimization work to obtain the most econo­mical of counterfort retaining wall structure with shear key attached at its base using metaheuristic method. The metaheuristic algorithm is a global optimization method that can be used to find the optimum solution of complex problems. In this research, optimization is carried out using the Particle Swarm Optimization (PSO) and Symbiotic Organisms Search (SOS) methods. This research utilizes a retaining wall sitting on stiff clay layer subjected to ten (10) m of granular soil of backfill. The scope of the study is limited to the material cost, that consists of the cost of concrete and reinforcement bars, of the counterfort retaining wall with shear key. The results show that the SOS algorithm resulted a lower cost and relatively faster in obtaining optimum retaining wall design compared to that of the PSO algorithm.

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Publication Details

Journal
Civil Engineering Dimension
Published
2024-09-13
DOI
https://doi.org/10.9744/ced.26.2.151-159
Primary Topic
BIM and Construction Integration
Type
article
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article

Optimization of Counterfort Retaining Wall Structure with Shear Key using Metaheuristic Method

Jimmy Chandra, Gogot Setyo Budi, Bryan Saputra Ongkowardhana, Willy Husada
2 links
Civil Engineering Dimension
BIM and Construction Integration
article

Optimization of Counterfort Retaining Wall Structure with Shear Key using Metaheuristic Method

Jimmy Chandra, Gogot Setyo Budi, Bryan Saputra Ongkowardhana, Willy Husada
article en

Abstract

This paper presents the optimization work to obtain the most econo­mical of counterfort retaining wall structure with shear key attached at its base using metaheuristic method. The metaheuristic algorithm is a global optimization method that can be used to find the optimum solution of complex problems. In this research, optimization is carried out using the Particle Swarm Optimization (PSO) and Symbiotic Organisms Search (SOS) methods. This research utilizes a retaining wall sitting on stiff clay layer subjected to ten (10) m of granular soil of backfill. The scope of the study is limited to the material cost, that consists of the cost of concrete and reinforcement bars, of the counterfort retaining wall with shear key. The results show that the SOS algorithm resulted a lower cost and relatively faster in obtaining optimum retaining wall design compared to that of the PSO algorithm.

Civil Engineering DimensionVol. 26(2)
Petra Christian University (ID)
Openalex Percentile: Top 70%
BIM and Construction Integration
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Optimization of Counterfort Retaining Wall Structure with Shear Key using Metaheuristic Method — Jimmy Chandra, Gogot Setyo Budi, et al. · Civil Engineering Dimension (2024) | TGRS Research Map | TGRS