Staff View: The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters

The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters

Introduction: Landslides frequently occur along roads crossing mountainous terrain during the rainy season, posing a significant risk of severe disruption to land transportation routes. Efficient and accurate resolutions are essential in managing landslides to facilitate immediate transportation rec...

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Main Authors:	Chairullah, Banta, Sungkar, Munira, Munirwan, Reza Pahlevi, Jamaluddin, Khaizal, Ramadhani, Ferda Febrian, Putra Jaya, Ramadhansyah
Format:	Article
Language:	English
Published:	Bentham Science Publishers B.V. 2024
Subjects:	TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/41569/1/The%20Investigation%20of%20Stability%20on%20Slopes.pdf http://umpir.ump.edu.my/id/eprint/41569/ https://doi.org/10.2174/0118748368310059240605115115
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spelling	my.ump.umpir.415692024-06-14T08:39:18Z http://umpir.ump.edu.my/id/eprint/41569/ The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters Chairullah, Banta Sungkar, Munira Munirwan, Reza Pahlevi Jamaluddin, Khaizal Ramadhani, Ferda Febrian Putra Jaya, Ramadhansyah TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Introduction: Landslides frequently occur along roads crossing mountainous terrain during the rainy season, posing a significant risk of severe disruption to land transportation routes. Efficient and accurate resolutions are essential in managing landslides to facilitate immediate transportation recovery, such as gabion walls and pile installation. Aim: This article aimed to evaluate the effect of installing gabions and piles for safety measures on the stability of slope landslides. The analysis of slope stability was performed utilizing the Plaxis 2D software. For reinforced slopes, the Safety Factor (SF) value utilized as a benchmark for evaluating slope stability was SF ≥ 1.5. Methods: An assessment of the stability of the slope was conducted under three conditions: its original state, after reinforcement with gabions, and after the integration of gabions with mini piles. The dimensions of the gabion setting, as determined by the L-W-H notation (length-width- height), were 2 m x 1m x 0.5 m and 1 m x 2 m x 0.5 m. The pile was designed to be 2.5 m long at the gabion's end. The analysis was conducted at 45°, 60°, 70°, and 90° slopes. Results: Based on the results of slope stability calculations, an SF = 1.11 was determined under no reinforcement conditions. By applying reinforced gabion walls measuring 2 m in width combined with mini piles at a 45° slope, the best SF was achieved, which was 2.58. Conclusion: Given the comparable topographical circumstances, it is expected that the outcomes of this analysis on slope stability will be applicable in mitigating the occurrence of landslides. Bentham Science Publishers B.V. 2024 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/41569/1/The%20Investigation%20of%20Stability%20on%20Slopes.pdf Chairullah, Banta and Sungkar, Munira and Munirwan, Reza Pahlevi and Jamaluddin, Khaizal and Ramadhani, Ferda Febrian and Putra Jaya, Ramadhansyah (2024) The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters. The Open Construction & Building Technology Journal, 18 (ahead-of-print). pp. 1-9. ISSN 1874-8368. (In Press / Online First) (In Press / Online First) https://doi.org/10.2174/0118748368310059240605115115 10.2174/0118748368310059240605115115
institution	Universiti Malaysia Pahang Al-Sultan Abdullah
building	UMPSA Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Malaysia Pahang Al-Sultan Abdullah
content_source	UMPSA Institutional Repository
url_provider	http://umpir.ump.edu.my/
language	English
topic	TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements
spellingShingle	TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Chairullah, Banta Sungkar, Munira Munirwan, Reza Pahlevi Jamaluddin, Khaizal Ramadhani, Ferda Febrian Putra Jaya, Ramadhansyah The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters
description	Introduction: Landslides frequently occur along roads crossing mountainous terrain during the rainy season, posing a significant risk of severe disruption to land transportation routes. Efficient and accurate resolutions are essential in managing landslides to facilitate immediate transportation recovery, such as gabion walls and pile installation. Aim: This article aimed to evaluate the effect of installing gabions and piles for safety measures on the stability of slope landslides. The analysis of slope stability was performed utilizing the Plaxis 2D software. For reinforced slopes, the Safety Factor (SF) value utilized as a benchmark for evaluating slope stability was SF ≥ 1.5. Methods: An assessment of the stability of the slope was conducted under three conditions: its original state, after reinforcement with gabions, and after the integration of gabions with mini piles. The dimensions of the gabion setting, as determined by the L-W-H notation (length-width- height), were 2 m x 1m x 0.5 m and 1 m x 2 m x 0.5 m. The pile was designed to be 2.5 m long at the gabion's end. The analysis was conducted at 45°, 60°, 70°, and 90° slopes. Results: Based on the results of slope stability calculations, an SF = 1.11 was determined under no reinforcement conditions. By applying reinforced gabion walls measuring 2 m in width combined with mini piles at a 45° slope, the best SF was achieved, which was 2.58. Conclusion: Given the comparable topographical circumstances, it is expected that the outcomes of this analysis on slope stability will be applicable in mitigating the occurrence of landslides.
format	Article
author	Chairullah, Banta Sungkar, Munira Munirwan, Reza Pahlevi Jamaluddin, Khaizal Ramadhani, Ferda Febrian Putra Jaya, Ramadhansyah
author_facet	Chairullah, Banta Sungkar, Munira Munirwan, Reza Pahlevi Jamaluddin, Khaizal Ramadhani, Ferda Febrian Putra Jaya, Ramadhansyah
author_sort	Chairullah, Banta
title	The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters
title_short	The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters
title_full	The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters
title_fullStr	The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters
title_full_unstemmed	The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters
title_sort	investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters
publisher	Bentham Science Publishers B.V.
publishDate	2024
url	http://umpir.ump.edu.my/id/eprint/41569/1/The%20Investigation%20of%20Stability%20on%20Slopes.pdf http://umpir.ump.edu.my/id/eprint/41569/ https://doi.org/10.2174/0118748368310059240605115115
_version_	1822924400744202240
score	13.235796

The investigation of stability on slopes utilizing reinforcement gabion walls and concrete piles for mitigating landslide disasters

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