• Safety and Health at Work
• /
• v.15 no.1
• /
• pp.24-32
• /
• 2024

Background: Learning from incidents for accident prevention is a two-stage process, involving the investigation of past accidents to identify the causal factors, followed by the identification and implementation of remedial measures to address the identified causal factors. The focus of past research has been on the identification of causal factors, with limited focus on the identification and implementation of remedial measures. This research begins to contribute to this gap. The motivation for the research is twofold. First, previous analyses show the recurring nature of accidents within the Ghanaian mining industry, and the causal factors also remain the same. This raises questions on the nature and effectiveness of remedial measures identified to address the causes of past accidents. Secondly, without identifying and implementing remedial measures, the full benefits of accident investigations will not be achieved. Hence, this study aims to assess the nature of remedial measures proposed to address investigation causal factors. Method: The study adopted SMARTER from business studies with the addition of HMW (H - Hierarchical, M - Mapping, and W - Weighting of causal factors) to analyse the recommendations from 500 individual investigation reports across seven different mines in Ghana. Results: The individual and the work environment (79%) were mostly the focused during the search for causes, with limited focus on organisational factors (21%). Forty eight percentage of the recommendations were administrative, focussing on fixing the problem in the immediate affected area or department of the victim(s). Most recommendations (70.4%) were support activities that only enhance the effectiveness of control but do not prevent/mitigate the failure directly. Across all the mines, there was no focus on evaluating the performance of remedial measures after their implementation. Conclusion: Identifying sharp-end causes leads to proposing weak recommendations which fail to address latent organisational conditions. The study proposed a guide for effective planning and implementation of remedial actions.

• Journal of the Korean Geotechnical Society
• /
• v.22 no.11
• /
• pp.13-23
• /
• 2006

The sinkhole and leakage in dam core were detected at one of earth fill dams in Korea. The damage areas in the core of the dam were repaired by compaction grouting method. This study is to evaluate compaction grouting activity by in-situ and laboratory experiments before, during and after the remedial work. The intensive site investigation and geophysical survey were conducted during and after the compaction grouting work. The compaction grouting work was carried out for the damaged dam core between June 16 and August 24, 2000. The leakage reduction generally occurred in the core of the dam after the remedial work. The use of compaction grouting was considered the proper countermeasures for repairing the damaged dam. It shows that the loose or voided zones have been properly filled and the leakage has been reduced by about 96% of that before the treatment of the remedial work performed at dam core by compaction grouting.

• The Journal of Asian Finance, Economics and Business
• /
• v.8 no.2
• /
• pp.571-582
• /
• 2021

Employers and employees are seriously suffering from perceived organizational politics exhibited in the workplace, and they are searching for remedial ways. The current study was carried out to measure the (i) effects of the employees' perceived organizational politics on their behavioral outcomes, and (b) the remedial role of employees' social astuteness in the relationship of their perceived organizational politics to behavioral outcomes (i.e., work engagement and turnover intention). Seven hundred and twenty-five employees working in Nepalese A graded banks were surveyed to collect the perceptual cross-sectional data. The data were quantitatively analyzed, adopting the deducting reasoning approach. Regression analysis revealed that (i) perceived organizational politics negatively impacted on work engagement and positively impacted on turnover intention, (ii) social astuteness moderated the relationship between perceived organizational politics and employees' behavioral outcome. Moreover, perceived organizational politics' detrimental impact was less severe for employees who possess high social astuteness as compared to those who have less social astuteness. The remedial effect of social astuteness was measured more useful for high organizational politics perceiver than for low perceiver. A number of theoretical and practical implications are suggested to improve the employees' behavioral outcomes from the detrimental impact of perceived corporate politics.

• Journal of applied mathematics & informatics
• /
• v.16 no.1_2
• /
• pp.509-513
• /
• 2004

Some reasons for high leverage are analytically investigated by decomposing leverage into meaningful components. The results in this work can be used for remedial action as a next step of data analysis.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2008.10a
• /
• pp.407-426
• /
• 2008

The bentonite slurry has been used as the stabilize suspension for wet process bored pile construction in Thailand. The bentonite suspension has benefit on filtration in the sand layer, but it creates thick cake film along pile shaft and loose sedimentation at pile toe. The base grouting technique was widely used to rectify the soft base or loose sedimentation problem of bored pile. The base grouting technique was not increased only end bearing capacity, but was also more increase in skin friction capacity of the bored piles. The comprehensive researches on base grouting was carried out by installing PVC casing inside the shaft to allow the drilling through the pile base in order to collect the soil sample below the pile tip. The polymer based slurry recently was used to replace the bentonite slurry to overcome the thick cake film along pile shaft as well as loose sedimentation at pile toe. The extent research on polymer slurry by physical model was performed to verify the real behavior of polymer. The appropriate mixing ratio of polymer was proposed. The design skin friction coefficient, $\beta$ and end bearing coefficient, Nq, for sand layer base on fully instrumented tested pile were proposed. The application on remedial of the lose capacity bored pile with large displacement in Bangladesh was proposed and discussed.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2008.10a
• /
• pp.325-336
• /
• 2008

Deformation of caisson occurred during the backfilling behind the caisson and some caisson moved toward seaside. A series of site investigation were conducted to figure out various circumstances at site and also used to analyze the cause of deformation. The soil condition of backfilling is also investigated because dredged material was used as a backfill material. The friction angle of backfill is supposed to be lower than the estimated one which was used in design stage. To determine the cause of friction shortage, back analysis for sliding safety were carried out with considering the soil condition of backfilling. A remedial plan, re-rising and relocating a caisson with backfilling good earth after treatment of caisson rubble mound to achieve the safety for sliding was proposed as a best solution based on the back analysis results. Reform concrete structure including service gallery and crane rail was also considered with the remedial work to improve the cape line of caisson.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2008.03a
• /
• pp.1298-1303
• /
• 2008

In Korea, the management and remedial system of the slope near national road and highway has been studied actively. But in case of the slopes exist at the residential area and local government, there is not exact record of them. So in this study, we carried out analysis about nearly 14000 slopes which were reported by local government as the dangerous area. and went to the field work some of them.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2003.03a
• /
• pp.411-416
• /
• 2003

As rapid industrialization continues in these days, construction in the down town areas increases. Since constructions are performed around old and existing structures, the need to provide reinforcements to protect the existing structures from collapse and damage arises. Furthermore, if the construction is to take place in the down town area, difficult work space and damage caused by noise, vibration and collapse of structure can't be ignored. Among the remedial measures available today, micropile reinforcement is considered the best method to remedy these problems. But up to the present the characteristics of micropiles and ground behaviour has not been proven and no standard design is not yet available. Therefore, most design are performed based on previous experiences. In this study, the difference in the bearing capacity with changing reinforcement angle, space and sphere around foundation was monitored. These results were induced to broaden heighten the limits of micropile application.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2008.03a
• /
• pp.412-418
• /
• 2008

This study area show the complicated geological figure and some developed small fault area in southern of Korea. Because of insufficient investigation and design for the big slope, even the safety analysis by the specific institution, in the event, there were 6 times failure and 6 time safety analysis. After all, The height and remedial work cost of the slope became much bigger then early stage.

• Structural Engineering and Mechanics
• /
• v.13 no.4
• /
• pp.455-464
• /
• 2002

There is a growing demand to assess the remaining strength and endurance of existing composite steel and concrete bridge beams due to the aging infrastructure, increases in permissible vehicle weights and increases in their frequencies. As codes are generally dedicated to the design of new structures, new procedures are required to aid in the assessment of existing bridges to ensure that they are utilised to the full. In this paper, simple expressions are presented to perform partial-interaction analyses directly from full-interaction analyses, so that the beneficial effect of partial-interaction on the shear forces on the shear connectors can be utilised in assessment to extend the fatigue life of simply supported bridge beams and to determine the effect of remedial work if necessary. Use of the assessment technique is described by way of an illustrative example.