Proactive Construction Safety Control: Measuring, Monitoring, and Responding to Safety Leading Indicators

2013 ◽  
Vol 139 (10) ◽  
pp. 04013010 ◽  
Author(s):  
Matthew R. Hallowell ◽  
Jimmie W. Hinze ◽  
Kevin C. Baud ◽  
Andrew Wehle
Minerals ◽  
2021 ◽  
Vol 11 (6) ◽  
pp. 621
Author(s):  
Elaheh Talebi ◽  
W. Pratt Rogers ◽  
Tyler Morgan ◽  
Frank A. Drews

Mine workers operate heavy equipment while experiencing varying psychological and physiological impacts caused by fatigue. These impacts vary in scope and severity across operators and unique mine operations. Previous studies show the impact of fatigue on individuals, raising substantial concerns about the safety of operation. Unfortunately, while data exist to illustrate the risks, the mechanisms and complex pattern of contributors to fatigue are not understood sufficiently, illustrating the need for new methods to model and manage the severity of fatigue’s impact on performance and safety. Modern technology and computational intelligence can provide tools to improve practitioners’ understanding of workforce fatigue. Many mines have invested in fatigue monitoring technology (PERCLOS, EEG caps, etc.) as a part of their health and safety control system. Unfortunately, these systems provide “lagging indicators” of fatigue and, in many instances, only provide fatigue alerts too late in the worker fatigue cycle. Thus, the following question arises: can other operational technology systems provide leading indicators that managers and front-line supervisors can use to help their operators to cope with fatigue levels? This paper explores common data sets available at most modern mines and how these operational data sets can be used to model fatigue. The available data sets include operational, health and safety, equipment health, fatigue monitoring and weather data. A machine learning (ML) algorithm is presented as a tool to process and model complex issues such as fatigue. Thus, ML is used in this study to identify potential leading indicators that can help management to make better decisions. Initial findings confirm existing knowledge tying fatigue to time of day and hours worked. These are the first generation of models and future models will be forthcoming.


2013 ◽  
Vol 361-363 ◽  
pp. 1124-1128
Author(s):  
Xiao Yong Liu ◽  
Xin Wang ◽  
Er Qiang Zhang

The new-type structure of "three towers of two-span" suspension bridge with the main span of 2×1080m is put to use in Taizhou Bridge. The foundation of Middle Tower adopts an extra-large underwater caisson structure with the three dimension size about 58m×44m×76m, which has been so far the deepest underwater caisson in the world. The caisson is divided into two sections, that is, Steel Caisson on the bottom and Concrete Caisson on the top. The underwater positioning, landing of Steel Caisson and the height addition construction of Concrete Caisson are of great construction difficulties and thus brought high safety risk. In this paper, Taking Taizhou Bridge as background, the safety control technology and management of underwater caisson construction is presented, which can play a good reference for similar projects.


2021 ◽  
Vol 352 ◽  
pp. 00002
Author(s):  
Stefan Jangl ◽  
Vladimir Kavicky ◽  
Michal Pilat

The paper presents the design of bridge blasting demolition scheme. The blasting methods has become the preferred method for bridge demolition not only in war period but also where bridge service life is exceeded. Compared with the other demolition method, blasting evince more advantages as higher demolishing progress, lower cost and easier construction safety control. The design of bridge blasting demolition scheme contents blasting position, blasting parameters and safety protections.


2021 ◽  
Vol 2037 (1) ◽  
pp. 012131
Author(s):  
Zhimei Wang ◽  
Jinlan Tan ◽  
Xu Wang ◽  
Dongping Hu

2018 ◽  
Vol 246 ◽  
pp. 03035 ◽  
Author(s):  
Binyong Li ◽  
Zeyan Du ◽  
Dayong Xie ◽  
Lang Huang

According to the fact that the traditional manual management method can not solve the problem of frequent accidents in the engineering construction process, the integrated scheme of safety prevention based on BIM and RFID is put forward, and the principle and technical feasibility of the integrated scheme are analyzed. Based on the integration technology scheme, the multi-layer architecture design pattern is adopted, and the software hierarchy of the integration system is designed in detail. On this basis, the integrated application network for engineering construction safety control is analyzed and designed by using the technology based on BIM and RFID. The research results of this paper provide a feasible technical reference scheme for the automatic identification and dynamic monitoring and early warning of the hidden dangers in the construction site.


2013 ◽  
Vol 51 (1) ◽  
pp. 23-28 ◽  
Author(s):  
Jimmie Hinze ◽  
Samuel Thurman ◽  
Andrew Wehle

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