False Work Accident: Forensic Engineering Investigation Approach

On June 19, 2021, at 7:15 PM, the collapse of a falsework structure at a construction site in Selangor caused one fatality, injured another worker, and severely damaged the falsework. Prior to the collapse, five workers were engaged in pouring concrete into a formwork box at channel P116R. Method of forensic engineering investigation as such by triangulation of approach visual inspections and measurements were conducted on the components used for the falsework structure. A review of technical documents was performed, focusing on the design specifications, engineering drawings, and procedures for the installation of the falsework. A structural analysis was carried out based on the technical data obtained. This study investigates the collapse of a falsework structure at a construction site in Selangor, resulting in one fatality and one injury. Forensic analysis revealed that the structure failed under a concrete load of 32.08 cubic meters (50.74 kN/m²), exceeding its capacity. The investigation included onsite inspections, structural analysis, and review of technical documents, concluding that inadequate bracing and joint integrity were primary causes of failure.

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Publication Details

Journal
Journal of Energy and Safety Technology (JEST)
Published
2025-06-18
DOI
https://doi.org/10.11113/jest.v8.188
Primary Topic
Occupational Health and Safety Research
Type
article
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article

False Work Accident: Forensic Engineering Investigation Approach

Mohammad Lui Juhari, Nur Athirah Diyana Mohammad Yusof, Mahmood Khalid, Balya Mulkan Wijaya et al.
Journal of Energy and Safety Technology (JEST)
Occupational Health and Safety Research
article

False Work Accident: Forensic Engineering Investigation Approach

Mohammad Lui Juhari, Nur Athirah Diyana Mohammad Yusof, Mahmood Khalid, Balya Mulkan Wijaya, Mohd Nazri Mat Jarid
article en

Abstract

On June 19, 2021, at 7:15 PM, the collapse of a falsework structure at a construction site in Selangor caused one fatality, injured another worker, and severely damaged the falsework. Prior to the collapse, five workers were engaged in pouring concrete into a formwork box at channel P116R. Method of forensic engineering investigation as such by triangulation of approach visual inspections and measurements were conducted on the components used for the falsework structure. A review of technical documents was performed, focusing on the design specifications, engineering drawings, and procedures for the installation of the falsework. A structural analysis was carried out based on the technical data obtained. This study investigates the collapse of a falsework structure at a construction site in Selangor, resulting in one fatality and one injury. Forensic analysis revealed that the structure failed under a concrete load of 32.08 cubic meters (50.74 kN/m²), exceeding its capacity. The investigation included onsite inspections, structural analysis, and review of technical documents, concluding that inadequate bracing and joint integrity were primary causes of failure.

Journal of Energy and Safety Technology (JEST)Vol. 8(1)
Government of Malaysia (MY), Department of Statistics Malaysia (MY), Artificial Intelligence in Medicine (Canada) (CA), National University of Malaysia (MY)
Openalex Percentile: Top 81%
Occupational Health and Safety Research
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