A Case Study: Cost-Benefit and Risk Analyses of Gabion Wall for Rockfall Protection Method in Bozkir, Turkey

No Thumbnail Available

Date

2024

Journal Title

Journal ISSN

Volume Title

Publisher

Konya Teknik Univ

Open Access Color

Green Open Access

No

OpenAIRE Downloads

OpenAIRE Views

Publicly Funded

No
Impulse
Average
Influence
Average
Popularity
Average

Research Projects

Journal Issue

Abstract

The construction of residential buildings, highways, and dams in the areas under the risk of rockfall constitutes a significant threat to life and property safety. Previously, the easiest solution for rockfall protection was to move the settlements in the regions under rockfall risk to another location although it was expensive. Another method is removing the rocks by hand, machine, or using explosives, since it is dangerous. Nowadays, various rock improvement methods of constructing barriers exist due to the developing technology and facilities. In the study, to resist the rockfall, a case study on analysis of a gabion wall in the Derek & ouml;y neighborhood of Bozk & imath;r District in Konya was presented. In the preliminary design stage, mapping studies, rock kinematic analyses, and the possible rockfall scenarios in the study area were carried out to determine the current conditions of the land before the construction works. The rockfall analysis shows that the rocks on the slope will reveal energy of 400-500 kJ, and the splash heights may vary between 30-150 cm. As a result of this data, a 420m-length and 3m-height gabion wall was constructed. The gabion wall, which has a 10000-kJ energy damping capacity, eliminates the risk of rockfall for 150 houses in the region. A huge cost-benefit has been achieved by constructing a gabion wall instead of other methods (expropriation of 150 houses or the surface coating with steel mesh) as a precaution against the hazard of rockfall in the study area.

Description

Fidan, Bekir/0000-0001-6097-6281

Keywords

Gabion Wall, Kinematical Analysis, Rockfall Hazards, Slope Stability, Gabion Wall;Kinematical Analysis;Rockfall Hazards;Slope Stability, Civil Geotechnical Engineering, İnşaat Geoteknik Mühendisliği

Turkish CoHE Thesis Center URL

Fields of Science

Citation

WoS Q

Q4

Scopus Q

N/A
OpenCitations Logo
OpenCitations Citation Count
N/A

Source

Konya Journal of Engineering Sciences

Volume

12

Issue

4

Start Page

865

End Page

885
PlumX Metrics
Captures

Mendeley Readers : 2

Google Scholar Logo
Google Scholar™
OpenAlex Logo
OpenAlex FWCI
1.40210822

Sustainable Development Goals

SDG data could not be loaded because of an error. Please refresh the page or try again later.