Civil Engineering Dimension
Vol. 26 No. 2 (2024): SEPTEMBER 2024

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

Budi, Gogot Setyo (Unknown)
Chandra, Joel Glenn (Unknown)
Ongkowardhana, Bryan Saputra (Unknown)
Husada, Willy (Unknown)



Article Info

Publish Date
13 Sep 2024

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.

Copyrights © 2024






Journal Info

Abbrev

civ

Publisher

Subject

Civil Engineering, Building, Construction & Architecture

Description

The Civil Engineering Dimension (Dimensi Teknik Sipil) is a refereed journal, published twice a year, in March and ...