Journal of Safety and Sustainability最新文献

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Editorial Board Member 编委会成员
Journal of Safety and Sustainability Pub Date : 2026-03-01 Epub Date: 2026-04-30 DOI: 10.1016/S2949-9267(26)00011-9
{"title":"Editorial Board Member","authors":"","doi":"10.1016/S2949-9267(26)00011-9","DOIUrl":"10.1016/S2949-9267(26)00011-9","url":null,"abstract":"","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"3 1","pages":"Page i"},"PeriodicalIF":0.0,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147757113","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Mechanical behaviors of double-cracked limestone under hydro-mechanical coupling: Experimental, theoretical, and numerical investigation 水-力耦合作用下双裂石灰岩的力学行为:实验、理论和数值研究
Journal of Safety and Sustainability Pub Date : 2026-03-01 Epub Date: 2026-01-31 DOI: 10.1016/j.jsasus.2026.01.002
Yanlin Zhao , Qiang Liu , Lianyang Zhang , Chunshun Zhang , Hang Lin
{"title":"Mechanical behaviors of double-cracked limestone under hydro-mechanical coupling: Experimental, theoretical, and numerical investigation","authors":"Yanlin Zhao ,&nbsp;Qiang Liu ,&nbsp;Lianyang Zhang ,&nbsp;Chunshun Zhang ,&nbsp;Hang Lin","doi":"10.1016/j.jsasus.2026.01.002","DOIUrl":"10.1016/j.jsasus.2026.01.002","url":null,"abstract":"<div><div>In this study, a series of laboratory experiments including triaxial compression tests, acoustic emission (AE) monitoring and discrete element numerical simulations, combined with a self-developed high-performance copper sheet-blocking hydraulic sealing method, are carried out to investigate the mechanical behaviors, fracture characteristics and hydro-mechanical (HM) coupling of double-cracked limestone. Effects of pore pressure (<em>P</em>), confining pressure (<em>σ</em><sub>3</sub>), and crack inclination angle (<em>α</em>) on the stress–strain curves exhibiting multi-peak patterns, crack initiation stress, damage stress, peak strength, deformation modulus, Poisson's ratio, and AE signal characteristics of the double-cracked limestone specimens during the HM coupling progressive failure process are analyzed. The AE signal features include stronger signals under lower pore pressure and sparser AE ringing counts at larger inclination angles. Subsequently, a compression-shear fracture criterion incorporating crack inclination angle parameters is established based on the experimental results, and numerical simulations further clarify the failure modes of the specimens: tensile failure for those with a 15° crack inclination angle, tensile-shear failure for those with 45°, and shear failure for those with 75°, thereby revealing the HM coupling failure mechanism. These experimental results, numerical simulation findings and HM coupling failure mechanism provide a deep understanding to researchers and engineering technicians for monitoring and controlling rock stability in geological engineering projects under HM coupling environments.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"3 1","pages":"Pages 50-70"},"PeriodicalIF":0.0,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147757118","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
If only pickups and vans could fly: Vehicle maintenance and the challenge of safely lifting large vehicles on a two-post lift 要是皮卡和货车能飞就好了:车辆维护和用两柱升降机安全吊起大型车辆的挑战
Journal of Safety and Sustainability Pub Date : 2026-03-01 Epub Date: 2026-03-13 DOI: 10.1016/j.jsasus.2026.03.002
Damien Burlet-Vienney , Sylvie Beaugrand , Maud Gonella , Bertrand Galy , Élise Ledoux
{"title":"If only pickups and vans could fly: Vehicle maintenance and the challenge of safely lifting large vehicles on a two-post lift","authors":"Damien Burlet-Vienney ,&nbsp;Sylvie Beaugrand ,&nbsp;Maud Gonella ,&nbsp;Bertrand Galy ,&nbsp;Élise Ledoux","doi":"10.1016/j.jsasus.2026.03.002","DOIUrl":"10.1016/j.jsasus.2026.03.002","url":null,"abstract":"<div><div>The use of automotive lifts requires mechanics to work under or near a multi-ton load. Based on consultation with stakeholders, pickups and vans appear to pose problems when raised using two-post above-ground lifts (2PAG lifts), the most common type of automotive lift in garages. The aim of this study is therefore to highlight the work activity performed by mechanics when raising pickups and vans on 2PAG lifts and to describe the factors they take into account to ensure vehicle stability. Data collection took place under actual conditions in five garages. A total of 108 lifting situations were filmed and analyzed, of which nine involved pickups and vans. Using a multidisciplinary ergonomic-engineering approach, the field results were then discussed and compared with measures obtained previously in a controlled environment. The indicators of difficulty identified during the lifting were more prevalent for pickups and vans (89%) than for other vehicle categories (59%). In addition, the total capacity of the lift appears to be an insufficient indicator of safety for this type of vehicle. For example, due to lift-vehicle geometry, the rear lift arms could support around 70% of the total load when a pickup is loaded in the cargo area, with each rear arm potentially exceeding 25% of the lift's rated capacity. Also, lifting points usually create a rear overhang that induces rocking, generating load fluctuations of up to 510 kg-force on the front support pads. Recommendations are made for vehicle manufacturers and 2PAG lift manufacturers, as well as for garage personnel.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"3 1","pages":"Pages 37-49"},"PeriodicalIF":0.0,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147757115","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Managing safety under uncertainty: Integrating organisational resilience and risk management in the explosive remnants of war (ERW) context 不确定性下的安全管理:在战争遗留爆炸物(ERW)背景下整合组织弹性和风险管理
Journal of Safety and Sustainability Pub Date : 2026-03-01 Epub Date: 2026-03-05 DOI: 10.1016/j.jsasus.2026.03.001
Geir P. Novik , Morten Sommer , Maria Sydnes
{"title":"Managing safety under uncertainty: Integrating organisational resilience and risk management in the explosive remnants of war (ERW) context","authors":"Geir P. Novik ,&nbsp;Morten Sommer ,&nbsp;Maria Sydnes","doi":"10.1016/j.jsasus.2026.03.001","DOIUrl":"10.1016/j.jsasus.2026.03.001","url":null,"abstract":"<div><div>Explosive remnants of war (ERW) constitute a persistent and evolving safety challenge, threatening human life, the environment, and critical activities long after hostilities have ceased. Despite increasing recognition that ERW risks may intensify over time due to munition degradation, environmental change, and expanding human activity, risk management practices continue to rely largely on conventional, probability-based risk assessment. In ERW contexts, however, weak prior knowledge, deep uncertainty, and complex socio-technical interactions limit the practical value of probabilistic approaches and may foster a false sense of control. This paper argues that organisational resilience (OR) provides a necessary complement to conventional risk management in high-hazard domains characterised by irreducible uncertainty. Drawing on an uncertainty-centred conception of risk and a capability-based framework of organisational resilience, the study examines how anticipation, coping, and adaptation shape ERW risk management across strategic, operational, and tactical levels. The analysis is informed by a qualitative case study from the Norwegian defence sector, based on interviews, document analysis, and practitioner experience. The findings show that ERW risk management challenges are not solely technical, but reflect limitations in organisational capabilities to anticipate emerging threats, cope with disruptions when they occur, and learn and adapt over time. By explicitly integrating resilience and risk perspectives, the paper demonstrates how safety performance can be strengthened when probabilistic risk assessment is insufficient. The study contributes to safety science by providing a coherent framework for analysing and improving safety management in ERW contexts and other complex, high-uncertainty risk environments.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"3 1","pages":"Pages 82-92"},"PeriodicalIF":0.0,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147757120","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Biomechanical-based hazard analysis of inclined sleepers 斜枕的生物力学危害分析
Journal of Safety and Sustainability Pub Date : 2026-03-01 Epub Date: 2025-12-29 DOI: 10.1016/j.jsasus.2025.12.001
William Singhose , Todd Sulchek , Wayne Li
{"title":"Biomechanical-based hazard analysis of inclined sleepers","authors":"William Singhose ,&nbsp;Todd Sulchek ,&nbsp;Wayne Li","doi":"10.1016/j.jsasus.2025.12.001","DOIUrl":"10.1016/j.jsasus.2025.12.001","url":null,"abstract":"<div><div>It is well known that infants should be placed to sleep supine on a firm horizontal surface. Despite these long-standing safe-sleep guidelines, the juvenile products industry marketed inclined sleepers for over a decade. In 2019, the industry recalled several million of the devices due to numerous reports of infant deaths being associated with the products. The hazards of inclined sleepers can be understood and evaluated through an analysis of the physical structure combined with a biomechanical analysis of the infants placed into the devices. Several hazards unique to inclined sleepers, that are not present in flat cribs, are identified in this study. Key hazards include infants rolling supine-to-prone, the feet of prone infants losing contact with the sleeping surface, infant faces in contact with non-breathable fabric, infant arms trapped by steep sidewalls, and unsafe restraint systems that are easily misused by caregivers. This paper presents a first-principles biomechanical-based hazard analysis integrated with a fault tree analysis. The biomechanical analyses incorporating root-cause reasoning for the hazard mechanisms may serve to guide the design and improve the safety of future products. Furthermore, an important conclusion is that adhering to industry standards does not guarantee hazard mitigation for the diverse forms of products within any given category.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"3 1","pages":"Pages 23-36"},"PeriodicalIF":0.0,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147757117","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Editorial Board Member 编委会成员
Journal of Safety and Sustainability Pub Date : 2025-12-01 Epub Date: 2025-12-26 DOI: 10.1016/S2949-9267(25)00062-9
{"title":"Editorial Board Member","authors":"","doi":"10.1016/S2949-9267(25)00062-9","DOIUrl":"10.1016/S2949-9267(25)00062-9","url":null,"abstract":"","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"2 4","pages":"Page i"},"PeriodicalIF":0.0,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145842480","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Vibration of viscoelastic rock slope with a filled structural plane caused by incident P-wave p波入射下充填结构面粘弹性岩质边坡的振动
Journal of Safety and Sustainability Pub Date : 2025-12-01 Epub Date: 2025-11-27 DOI: 10.1016/j.jsasus.2025.11.001
Shaobo Chai , Chengwu Wen , Jianxin Yu , Lianzeng Chai , Shanqiu Yue
{"title":"Vibration of viscoelastic rock slope with a filled structural plane caused by incident P-wave","authors":"Shaobo Chai ,&nbsp;Chengwu Wen ,&nbsp;Jianxin Yu ,&nbsp;Lianzeng Chai ,&nbsp;Shanqiu Yue","doi":"10.1016/j.jsasus.2025.11.001","DOIUrl":"10.1016/j.jsasus.2025.11.001","url":null,"abstract":"<div><div>The dynamic response characteristics of a rock slope are crucial factors in analyzing the dynamic stability of rock mass, which is essentially a vibration problem caused by stress wave propagation. In theoretical studies of stress wave propagation, the slope model is often simplified, neglecting the vibration superposition effect due to multiple reflections between the slope surface and structural planes, as well as the attenuation of stress wave caused by viscoelasticity of rock mass. Based on the time domain recursive analysis method, the stress wave propagation analysis model was established for a viscoelastic rock slope with filled structural planes. This model incorporated quality factors of the stress wave and derived both the analytical equation for slope vibration and the expression for the slope amplification coefficient. Assuming the slope behaves as a Kelvin viscoelastic body, the normal deformation of the contact interface at the filled structural plane conforms to a nonlinear hyperbolic model, whereas the tangential deformation follows a linear model. The results indicate that, although multiple reflection waves in the rock mass amplify the slope's vibration effect, the viscoelastic properties of rock mass dampen this amplification, making it less significant. Furthermore, as both the slope inclination and the inclination of the filled structural plane increase, the slope amplification coefficient undergoes significant and nonlinear variations. As the coordinates of the monitoring points increase, the slope amplification coefficient initially undergoes abrupt fluctuations, gradually decreasing towards stability. Additionally, as the thickness of the filled structural plane increases, the slope amplification coefficient decreases progressively.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"2 4","pages":"Pages 257-267"},"PeriodicalIF":0.0,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145842478","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
TSC model for distribution networks considering extreme ice-coating conditions 考虑极端覆冰条件的配电网TSC模型
Journal of Safety and Sustainability Pub Date : 2025-12-01 Epub Date: 2025-08-27 DOI: 10.1016/j.jsasus.2025.08.001
Yuting Lu , Bangkai Zhang , Zekai Qiu , Sizhuo Huang , Yan Jiang , Chenhui Song
{"title":"TSC model for distribution networks considering extreme ice-coating conditions","authors":"Yuting Lu ,&nbsp;Bangkai Zhang ,&nbsp;Zekai Qiu ,&nbsp;Sizhuo Huang ,&nbsp;Yan Jiang ,&nbsp;Chenhui Song","doi":"10.1016/j.jsasus.2025.08.001","DOIUrl":"10.1016/j.jsasus.2025.08.001","url":null,"abstract":"<div><div>In recent years, frequent extreme meteorological disasters have severely threatened the secure operation of distribution networks. Ice-coating disasters, characterized by sudden onset and wide impact, pose significant risks. Existing research focuses on pre-disaster prediction, in-disaster analysis, and post-disaster recovery but neglects the impact of ice-coating faults on the power supply capability. Therefore, this paper presents a model for assessing the Total Supply Capability (TSC) of distribution networks under extreme ice-coating disasters (unique aspects). First, a two-stage data-driven ice-coating fault prediction method is proposed, employing meteorological data analysis and the random forest algorithm to calculate the fault probability in distribution networks. Specifically, Stage 1 addresses sparse historical data by expanding the dataset, while Stage 2 uses a random forest model to predict single-feeder ice-coating fault rates. Second, a power supply capability model for ice-coating disasters is established, which enables a quantitative analysis of the capability and the probability of its loss. Next, a feeder risk-classification-based planning method is proposed, which optimizes load transfer paths via new tie-lines to enhance power supply capability. Finally, an extended IEEE_RBTS_BUS4 case validates the model's effectiveness. Compared to existing methods (practical application value and concrete achievable effects), our approach not only quantifies the impact of ice-coating on power supply capability but also identifies vulnerable feeders. This work provides effective guidance for planning and enhances distribution network reliability under extreme weather.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"2 4","pages":"Pages 285-292"},"PeriodicalIF":0.0,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145842475","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A theoretical framework for analyzing firefighters’ situational awareness and information requirements in large chemical tank firefighting 大型化工罐消防中消防员态势感知与信息需求分析的理论框架
Journal of Safety and Sustainability Pub Date : 2025-12-01 Epub Date: 2025-10-19 DOI: 10.1016/j.jsasus.2025.10.001
Shiqing Wang , Yi Zhu
{"title":"A theoretical framework for analyzing firefighters’ situational awareness and information requirements in large chemical tank firefighting","authors":"Shiqing Wang ,&nbsp;Yi Zhu","doi":"10.1016/j.jsasus.2025.10.001","DOIUrl":"10.1016/j.jsasus.2025.10.001","url":null,"abstract":"<div><div>What scenario states are of primary concern to tactical firefighters during fire rescue operations in large chemical tank farms? How can a systematic mapping be established between rescue information and these critical scenario states? To address the questions, we propose three qualitative criteria for identifying key scenario states in chemical tank firefighting based on firefighting experience. Using these criteria and a grounded theory approach, this study conducts text mining on 96 chemical tank firefighting and rescue reports from China. Anchored in the public safety triangle theoretical model and reflecting the structural characteristics of China's current command and control organizational structures for major chemical fire emergencies, the study identifies nine key scenario states and 57 pieces of situational information that are of particular concern to tactical level firefighters. Building on the multi-scale evolution mechanisms of key scenario states in chemical tank fires and the scenario-driven information requirements theory, a theoretical framework for situational information requirements tailored to tactical command decision-making is proposed. The framework offers a valuable reference for the future deep integration, hierarchical management, and intelligent distribution of incident command information in chemical tank fire emergency response.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"2 4","pages":"Pages 307-322"},"PeriodicalIF":0.0,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145842481","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Development of a safety oriented framework for fall prevention in construction projects using smart PLS-SEM analysis 利用智能PLS-SEM分析开发建筑项目中预防跌倒的安全导向框架
Journal of Safety and Sustainability Pub Date : 2025-12-01 Epub Date: 2025-11-05 DOI: 10.1016/j.jsasus.2025.10.004
Syed Ammad, Sherif Mostafa, Rodney A. Stewart
{"title":"Development of a safety oriented framework for fall prevention in construction projects using smart PLS-SEM analysis","authors":"Syed Ammad,&nbsp;Sherif Mostafa,&nbsp;Rodney A. Stewart","doi":"10.1016/j.jsasus.2025.10.004","DOIUrl":"10.1016/j.jsasus.2025.10.004","url":null,"abstract":"<div><div>The construction industry continues to face significant risks associated with fall-from-height (FFH) incidents, despite advances in safety protocols and technologies. This study identifies and empirically validates critical safety factors influencing personal protective equipment (PPE) adoption and fall prevention on infrastructure projects through an integrated conceptual framework. A systematic literature review was conducted to extract eight critical success factors (CSFs), followed by data acquisition. Using Partial Least Squares Structural Equation Modelling (PLS-SEM), the relationships between safety constructs including management commitment, equipment quality, operator risk, employee awareness, and regulatory compliance were examined. A total of 33 observable variables were evaluated across five latent domains. The model explained 96.1% of the variance in safety adoption behaviour, with operator-related issues exerting the strongest influence. This study identifies and empirically validates critical safety factors influencing FFH prevention, with PPE adoption examined as one dimension within a broader safety framework. Findings affirm that PPE quality alone may be insufficient without concurrent emphasis on human and institutional dynamics.</div></div>","PeriodicalId":100831,"journal":{"name":"Journal of Safety and Sustainability","volume":"2 4","pages":"Pages 268-284"},"PeriodicalIF":0.0,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145842477","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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