| Literature DB >> 36156865 |
Mostafa Mirzaei Aliabadi1, Iraj Mohammadfam1, Ali Reza Soltanian2, Kamran Najafi3.
Abstract
Background: One of the important actions for enhancing human reliability in any industry is assessing human error probability (HEP). The HEART technique is a robust tool for calculating HEP in various industries. The traditional HEART has some weaknesses due to expert judgment. For these reasons, a hybrid model is presented in this study to integrate HEART with Best-Worst Method. Materials Method: In this study, the blasting process in an iron ore mine was investigated as a case study. The proposed HEART-BWM was used to increase the sensitivity of APOA calculation. Then the HEP was calculated using conventional HEART formula. A consistency ratio was calculated using BWM. Finally, for verification of the HEART-BWM, HEP calculation was done by traditional HEART and HEART-BWM.Entities:
Keywords: Best-worst method; HEART; Human error probability; Mining industry
Year: 2022 PMID: 36156865 PMCID: PMC9482046 DOI: 10.1016/j.shaw.2022.03.010
Source DB: PubMed Journal: Saf Health Work ISSN: 2093-7911
The generic task type
| Code | Generic task type | GEP |
|---|---|---|
| A | Totally unfamiliar; performed at speed with no real idea of likely consequence | 0.55 |
| B | Shift or restore system to a new or original state on a single attempt without supervision or procedures | 0.26 |
| C | Complex task requiring a high level of comprehension and skill | 0.16 |
| D | Fairly simple task performed rapidly or given scant attention | 0.09 |
| E | Routine, highly practiced, rapid task involving relatively low level of skill | 0.02 |
| F | Restore or shift a system to original or new state, following procedures with some checking | 0.003 |
| G | Completely familiar, well designed, highly practiced task which is routine | 0.0004 |
| H | Respond correctly to system command even when there is an automated system providing accurate interpretation of system state | 0.00002 |
| M | Miscellaneous task for which no description can be found | 0.03 |
The error producing conditions
| Error producing conditions | Weight | |
|---|---|---|
| A1 | Unfamiliarity with a situation which is potentially important but only occurs infrequently or is novel | 17 |
| A2 | A shortage of time available for error detection & correction | 11 |
| A3 | A low signal-to-noise ratio | 10 |
| A4 | A means of suppressing or overriding information or features which is too easily accessible | 9 |
| A5 | No means of conveying spatial & functional information to operators in a form which they can readily assimilate | 8 |
| A6 | A mismatch between an operator’s model of the work & that imagined by a Designer | 8 |
| A7 | No obvious means of reversing an unintended action | 8 |
| A8 | A channel capacity overload, particularly one caused by simultaneous presentation of non-redundant information | 6 |
| A9 | A need to unlearn a technique & apply one which requires the application of an opposing philosophy | 6 |
| A10 | The need to transfer specific knowledge from task to task without loss | 5.5 |
| A11 | Ambiguity in the required performance standards | 5 |
| A12 | A mismatch between perceived & real risk | 4 |
| A13 | Poor, ambiguous, or ill-matched system feedback | 4 |
| A14 | No clear, direct, & timely confirmation of an intended action from the portion of the system over which control is to be exerted | 4 |
| A15 | Operator inexperience (e.g. | 3 |
| A16 | An impoverished quality of information conveyed by procedures & person interaction. | 3 |
| A17 | Little or no independent checking or testing of output. | 3 |
| A18 | A conflict between immediate and long-term objectives | 2.5 |
| A19 | No diversity of information input for veracity checks | 2.5 |
| A20 | A mismatch between the educational achievement level of an individual and the requirements of the task | 2 |
| A21 | An incentive to use other more dangerous procedures | 2 |
| A22 | Little opportunity to exercise the mind and body outside the immediate confines of a job | 1.8 |
| A23 | Unreliable instrumentation (enough that it is noticed) | 1.6 |
| A24 | A need for absolute judgements which are beyond the capabilities or experience of an operator | 1.6 |
| A25 | Unclear allocation of function and responsibility | 1.6 |
| A26 | No obvious way to keep track of progress during an activity | 1.4 |
| A27 | A danger that finite physical capabilities will be exceeded | 1.4 |
| A28 | Little or no intrinsic meaning in a task | 1.4 |
| A29 | High-level emotional stress | 1.3 |
| A30 | Evidence of ill-health amongst operatives, especially fever | 1.2 |
| A31 | Low workforce morale | 1.2 |
| A32 | Inconsistency of meaning of displays and procedures | 1.2 |
| A33 | A poor or hostile environment (below 75% of health or life-threatening severity) | 1.15 |
| A34 | Prolonged inactivity or highly repetitious cycling of low mental workload tasks | 1.1 |
| A35 | Disruption of normal work-sleep cycles | 1.1 |
| A36 | Task pacing caused by the intervention of others | 1.06 |
| A37 | Additional team members over and above those necessary to perform task normally and satisfactorily | 1.03 |
| A38 | Age of personnel performing perceptual tasks | 1.02 |
The HEP calculation results
| Sub-task | GEP | HEP HEART | HEPBWM-HEART |
|---|---|---|---|
| 1-1-1 | 0.09 | 7.820E-01 | 8.720E-01 |
| 1-1-2 | 0.02 | 6.000E-02 | 6.000E-02 |
| 1-2-1 | 0.0004 | 2.040E-03 | 2.140E-03 |
| 1-2-2 | 0.09 | 2.255E-01 | 2.514E-01 |
| 1-3-1 | 0.09 | 3.508E-01 | 3.837E-01 |
| 1-3-2 | 0.16 | 7.827E-01 | 8.328E-01 |
| 1-3-3 | 0.16 | 5.110E-01 | 5.359E-01 |
| 1-4 | 0.0004 | 8.796E-02 | 1.067E-01 |
| 2-1-1 | 0.02 | 4.395E-01 | 5.449E-01 |
| 2-1-2 | 0.003 | 3.902E-03 | 3.769E-03 |
| 2-1-3 | 0.09 | 1.561E-01 | 1.659E-01 |
| 2-2-1 | 0.02 | 6.306E-01 | 7.054E-01 |
| 2-2-2 | 0.0004 | 7.790E-04 | 8.980E-04 |
| 2-2-3 | 0.02 | 1.722E-01 | 2.056E-01 |
| 2-3-1 | 0.02 | 3.226E-02 | 3.665E-02 |
| 2-3-2 | 0.0004 | 2.051E-03 | 2.595E-03 |
| 2-3-3-1 | 0.02 | 1.781E-01 | 2.380E-01 |
| 2-3-3-2 | 0.003 | 2.671E-02 | 3.441E-02 |
| 2-4-1 | 0.09 | 3.456E-01 | 3.568E-01 |
| 2-4-2 | 0.0004 | 9.920E-04 | 1.080E-03 |
| 2-4-3 | 0.0004 | 8.610E-04 | 9.350E-04 |
| 3-1 | 0.0004 | 8.150E-04 | 8.540E-04 |
| 3-2-1 | 0.003 | 6.039E-02 | 1.056E-01 |
| 3-2-2 | 0.02 | 4.097E-01 | 6.994E-01 |
| 3-2-3 | 0.02 | 5.123E-01 | 6.397E-01 |
| 3-2-4 | 0.003 | 7.821E-02 | 9.855E-02 |
| 3-2-5 | 0.02 | 4.097E-01 | 7.120E-01 |
| 3-3-1 | 0.0004 | 1.219E-03 | 2.862E-03 |
| 3-3-2 | 0.0004 | 2.433E-03 | 2.798E-03 |
| 3-3-3 | 0.09 | 7.268E-01 | 7.815E-01 |
| 3-4-1 | 0.02 | 1.786E-01 | 2.629E-01 |
| 3-4-2 | 0.0004 | 4.790E-03 | 6.027E-03 |
| 3-4-3 | 0.09 | 3.572E-01 | 3.833E-01 |
| 4-1-1 | 0.02 | 1.882E-01 | 2.149E-01 |
| 4-1-2 | 0.02 | 1.627E-01 | 1.862E-01 |
| 4-1-3 | 0.02 | 1.758E-01 | 2.122E-01 |
| 4-2-1 | 0.09 | 3.662E-01 | 5.811E-01 |
| 4-2-2 | 0.09 | 4.127E-01 | 7.137E-01 |
| 4-2-3 | 0.03 | 2.969E-01 | 4.278E-01 |
| 4-3-1 | 0.09 | 3.109E-01 | 3.899E-01 |
| 4-3-2-1 | 0.02 | 2.142E-01 | 2.374E-01 |
| 4-3-2-2 | 0.02 | 1.719E-01 | 2.061E-01 |
| 4-3-2-3 | 0.003 | 1.008E-02 | 1.037E-02 |
| 4-3-3 | 0.09 | 1.806E-01 | 2.153E-01 |
| 4-4-1 | 0.02 | 3.598E-01 | 3.708E-01 |
| 4-4-2 | 0.02 | 1.289E-01 | 2.068E-01 |
| 4-4-3 | 0.02 | 1.224E-01 | 1.818E-01 |
| 5-1 | 0.02 | 2.784E-01 | 3.389E-01 |
| 5-2 | 0.003 | 3.048E-02 | 3.268E-02 |
| 6-1 | 0.02 | 4.950E-02 | 5.157E-02 |
| 6-2-1 | 0.003 | 7.481E-03 | 7.791E-03 |
| 6-2-2 | 0.02 | 3.115E-02 | 5.822E-02 |
| 6-2-3 | 0.0004 | 1.446E-03 | 1.309E-03 |
| 6-2-4 | 0.0004 | 1.188E-03 | 1.188E-03 |
| 6-3-1 | 0.02 | 4.390E-02 | 5.346E-02 |
| 6-3-2 | 0.16 | 6.182E-01 | 9.646E-01 |
| 6-3-3 | 0.0004 | 1.133E-03 | 1.179E-03 |
Fig. 1The schematic of the present study.
Consistency index [35]
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | |
|---|---|---|---|---|---|---|---|---|---|
| Consistency index | 0.00 | 0.44 | 1.00 | 1.63 | 2.30 | 3.00 | 3.73 | 4.47 | 5.23 |
HTA of the blasting process in the iron ore mine
| 1-Preparation of explosive plan by engineering unit 1-1 Assessing the blasting's location 1-1-1 Evaluation of soil type and its moisture content 1-1-2 Assessing the blasting's area and the height of the Step where the blasting takes place 1-2 Mapping the blasting location 1-2-1 Taking photos of the blast site 1-2-2 Record the required dimensions and points using a mapping camera 1-3 Map of explosive boreholes (holes) 1-3-1 Determining the type and amount of explosives according to the humidity of the place 1-3-2 Determining the diameter and depth of explosive holes 1-3-3 Determining the layout and distances of the holes 1-4 Map review and approval by the engineering unit |
| 2- Drilling holes 2-1 Evaluating the drilling site and implement the explosive plan 2-1-1 Checking for cracks and fractures in walls and floor 2-1-2 Leveling the surface of the drilling site 2-1-3 Specify the drilling location of each hole according to the explosive design 2-2 Checking the drilling machine 2-2-1 Checking hydraulic system and jacks 2-2-2 Checking the water level of the device 2-2-3 Check the drilling rig 2-3 Safe transfer of drilling machine to the site 2-3-1 Choose the right way 2-3-2 Accompany the car (avoid collisions with high-pressure cables) 2-3-3 Place the machine in a suitable location for drilling in the hole 2-3-3-1 Checking the distance of the car to the edge of the stairs 2-3-3-2 Checking the location of the jacks 2-4 drilling 2-4-1 Choosing the headboard that fits the diameter of the hole and install it 2-4-2 Drilling holes 2-4-3 Approve drilling each hole according to its characteristics in the map |
| 3- Loading and carrying explosives 3-1 Obtaining a permit to receive and transport materials 3-2 Checking the explosives truck 3-2-1 Checking car anti-spark equipment 3-2-2 Checking the gasoline tank and its connections 3-2-3 Checking brake system, gearbox and tires 3-2-4 Impermeability of car walls and roof 3-2-5 Checking the condition of the car surge arrester 3-3 Loading explosives 3-3-1 Park the car at a distance of 10 meters from the warehouse and turn off the car 3-2-2 Apply the parking brake and use the 5 front and rear gears of the tires 3-2-3 Loading explosives accurately and without haste (transfer detonators by separate machine) 3-4 Transfer of materials to the mine 3-4-1 Escort car carrying explosives from back and front 3-4-2 Park the car in a safe and pre-designated place in accordance with the standard 3-4-3 Temporary storage of explosives in accordance with standards |
| 4- Blast hole loading 4-1 Final control of holes 4-1-1 Checking the diameter and depth of the holes 4-1-2 Checking seams and fractures in holes 4-1-3 Checking the humidity and water content of the holes 4-2 Transfer of explosives to the mine 4-2-1 Transfer of powder materials with ANFO truck and waterproof materials with emulsion truck 4-2-2 Transfer detonators, cables and wicks to the blast site by separate machine 4-2-3 Transfer dynamite, explosive barrel and cortex to the blast site by separate machine 4-3 Transfer of detonated dynamite to the bottom of the hole 4-3-1 Pour some of the main load on the bottom of the hole 4-3-2 Dynamite detonation 4-3-2-1 Drilling dynamite with a wooden flag 4-3-2-2 Putting nannies in dynamite 4-3-2-3 Tighten the detonator in place and tie the detonator cable to the dynamite 4-3-3 Transfer of detonated dynamite to the bottom of the hole 4-4 Pour explosives into the hole and fill two-thirds of the hole volume 4-4-1 Slowly and cautiously pour explosives on dynamite 4-4-2 Condensate explosives to fill the entire space of the hole and seamlessly connect the materials 4-4-3 Fill the remaining third with soil and clay without damaging the stuffing cable (flowering) |
| 5- Connect the spark plug cables to each other 5-1 Connect the spark plug cables to each other in parallel or sequentially depending on the need 5-2 Connect the cables and pull the cable to the shelter |
| 6- Blasting Process 6-1 Final control of connections and wiring of the detonator circuit 6-2 Evacuation of people and machines 6-2-1 Announce the evacuation of the mine to all units 6-2-2 Moving mining machinery to safe places 6-2-3 Patrol to ensure evacuation of the mine 6-2-4 Ring the special siren 15 minutes before the blasting three times 6-3 Blasting 6-3-1 The wicker goes to the shelter and lights the wick at a certain time 6-3-2 Check the full blast of all the holes after the blasting 6-3-3 White siren to inform personnel |
The results of HEART-BWM
| Sub-task | GTT | EPC | Priority Weight | A BW | KSI | CI | CR |
|---|---|---|---|---|---|---|---|
| 1-1-1 | D | A3, A15, A16, A19, A23, A33 | 0.389, 0.219, 0.146, 0.049, 0.109, 0.087 | 7 | 0.048 | 3.73 | 0.013 |
| 1-1-2 | E | A15 | 1 | 1 | 1 | 0 | 0 |
| 1-2-1 | G | A3, A15. A23 | 0.111, 0.704, 0.185 | 6 | 0.037 | 3.00 | 0.012 |
| 1-2-2 | D | A15, A23, A25 | 0.64, 0.1, 0.26 | 3 | 0.14 | 2.30 | 0.06 |
| 1-3-1 | D | A11, A16, A19, A21 | 0.089, 0.473, 0.267, 0.178 | 5 | 0.062 | 2.30 | 0.027 |
| 1-3-2 | C | A11, A15, A16, A19, A21 | 0.140, 0.460, 0.187, 0.072, 0.140 | 5 | 0.101 | 2.30 | 0.044 |
| 1-3-3 | C | A11, A15, A16, A19, A21 | 0.24, 0.42, 0.16, 0.12, 0.06 | 6 | 0.06 | 3.00 | 0.02 |
| 1-4 | G | A1, A8, A12, A16, A19, A22, A24 | 0.364, 0.132, 0.198, 0.099, 0.099, 0.041, 0.066 | 8 | 0.033 | 4.47 | 0.007 |
| 2-1-1 | E | A1, A3, A12, A15, A31, A33 | 0.212, 0.142, 0.357, 0.142, 0.041, 0.106 | 7 | 0.066 | 3.73 | 0.017 |
| 2-1-2 | F | A23, A31, A34 | 0.24, 0.2, 0.56 | 4 | 0.16 | 1.63 | 0.038 |
| 2-1-3 | D | A15, A23, A34 | 0.312, 0.125, 0.563 | 4 | 0.062 | 1.63 | 0.038 |
| 2-2-1 | E | A1, A3, A15, A31 | 0.214, 0.549, 0.161 0.076 | 6 | 0.092 | 3.00 | 0.031 |
| 2-2-2 | G | A15, A31, A34 | 0.562, 0.125, 0.313 | 5 | 0.062 | 2.30 | 0.011 |
| 2-2-3 | E | A3, A15, A31 | 0.583, 0.305, 0.111 | 5 | 0.028 | 2.30 | 0.012 |
| 2-3-1 | E | A15, A16, A33 | 0.218, 0.077, 0.705 | 7 | 0.167 | 3.73 | 0.045 |
| 2-3-2 | G | A3, A16, A28, A31 | 0.246, 0.434, 0.075, 0.245 | 5 | 0.057 | 2.30 | 0.025 |
| 2-3-3-1 | E | A1, A15, A31 | 0.254, 0.654, 0.092 | 6 | 0.109 | 3.00 | 0.036 |
| 2-3-3-2 | F | A1, A15, A31 | 0.244, 0.644, 0.112 | 5 | 0.089 | 2.30 | 0.038 |
| 2-4-1 | D | A15, A16, A19 | 0.6, 0.17, 0.23 | 6 | 0.1 | 3.00 | 0.064 |
| 2-4-2 | G | A15, A23, A25 | 0.542, 0.17, 0.292 | 4 | 0.042 | 1.63 | 0.035 |
| 2-4-3 | G | A15, A23, A24 | 0.313, 0.562, 0.125 | 4 | 0.062 | 1.63 | 0.038 |
| 3-1 | G | A19, A28, A32 | 0.625, 0.125, 0.25 | 5 | 0.125 | 2.30 | 0.061 |
| 3-2-1 | F | A1, A3, A11, A12, A15, A20, A31 | 0.179, 0.179, 0.089, 0.325, 0.120, 0.036, 0.072 | 8 | 0.036 | 4.47 | 0.008 |
| 3-2-2 | E | A1, A3, A11, A12, A15, A20, A31 | 0.178, 0.178, 0.089, 0.324, 0.118, 0.042, 0.071 | 7 | 0.031 | 3.73 | 0.008 |
| 3-2-3 | E | A1, A3, A11, A12, A15, A20, A31 | 0.158, 0.158, 0.106, 0.294, 0.158, 0.045, 0.079 | 6 | 0.023 | 3.00 | 0.007 |
| 3-2-4 | F | A1, A3, A11, A12, A15, A20, A31 | 0.164, 0.164, 0.109, 0.290, 0.139, 0.05, 0.08 | 5 | 0.038 | 2.30 | 0.016 |
| 3-2-5 | E | A1, A3, A11, A12, A15, A20, A31 | 0.174, 0.174, 0.116, 0.31, 0.116, 0.039, 0.069 | 7 | 0.039 | 3.73 | 0.0104 |
| 3-3-1 | G | A11, A13, A15, A28 | 0.276, 0.474, 0.184, 0.066 | 6 | 0.079 | 3.00 | 0.026 |
| 3-3-2 | G | A11, A13, A15, A28 | 0.245, 0.434, 0.245, 0.075 | 5 | 0.057 | 2.30 | 0.025 |
| 3-3-3 | D | A4, A11, A12, A15, A20, A27, A28 | 0.071, 0.324, 0.178, 0.178, 0.089, 0.042, 0.118 | 7 | 0.031 | 3.73 | 0.008 |
| 3-4-1 | E | A1, A11, A12, A21, A25 | 0.227, 0.069, 0.152, 0.4, 0.152 | 5 | 0.055 | 2.30 | 0.024 |
| 3-4-2 | G | A1, A12, A21, A28 | 0.254, 0.485, 0.169, 0.092 | 5 | 0.023 | 2.30 | 0.01 |
| 3-4-3 | D | A11, A12, A15, A20, A21, A27, A28 | 0.141, 0.106, 0.141, 0.141, 0.343, 0.044, 0.084 | 6 | 0.053 | 3.00 | 0.018 |
| 4-4-1 | E | A3, A11, A15, A20, A23, A31 | 0.375, 0.107, 0.214, 0.143, 0.053, 0.107 | 6 | 0.053 | 3.00 | 0.018 |
| 4-1-2 | E | A3, A11, A15, A20, A23, A31 | 0.225, 0.113, 0.407, 0.113, 0.052, 0.09 | 7 | 0.043 | 3.73 | 0.011 |
| 4-1-3 | E | A3, A11, A15, A20, A23, A31 | 0.362, 0.126, 0.189, 0.126, 0.069, 0.126 | 5 | 0.017 | 2.30 | 0.007 |
| 4-2-1 | D | A1, A15, A31, A33 | 0.179, 0.268, 0.081, 0.47 | 5 | 0.065 | 2.30 | 0.028 |
| 4-2-2 | D | A1, A15, A31, A33 | 0.176, 0.485, 0.073, 0.265 | 6 | 0.044 | 3.00 | 0.015 |
| 4-2-3 | M | A1, A15, A31, A33 | 0.471, 0.268, 0.081, 0.179 | 5 | 0.065 | 2.30 | 0.028 |
| 4-3-1 | D | A7, A15, A21, A22, A29 | 0.141, 0.211, 0.372, 0.064, 0.211 | 5 | 0.052 | 2.30 | 0.023 |
| 4-3-2-1 | E | A1, A9, A15, A21, A29 | 0.227, 0.069, 0.151, 0.4, 0.152 | 5 | 0.055 | 2.30 | 0.024 |
| 4-3-2-2 | E | A1, A9, A15, A21, A29 | 0.155, 0.055, 0.4, 0.233, 0.155 | 6 | 0.067 | 3.00 | 0.022 |
| 4-3-2-3 | F | A15, A17, A21 | 0.7, 0.1, 0.2 | 6 | 0.1 | 3.00 | 0.033 |
| 4-3-3 | D | A15, A21, A29, A36 | 0.268, 0.471, 0.179, 0.081 | 5 | 0.065 | 2.30 | 0.028 |
| 4-4-1 | E | A1, A3, A7, A15, A21, A29 | 0.138, 0.13, 0.046, 0.207, 0.368, 0.138 | 7 | 0.046 | 3.73 | 0.012 |
| 4-4-2 | E | A1, A15, A21, A29 | 0.196, 0.518, 0.196, 0.089 | 5 | 0.071 | 2.30 | 0.031 |
| 4-4-3 | E | A1, A15, A21, A29 | 0.156, 0.594, 0.156, 0.094 | 6 | 0.031 | 3.00 | 0.01 |
| 5-1 | E | A1, A15, A21, A23 | 0.549, 0.214, 0.16, 0.076 | 6 | 0.092 | 3.00 | 0.031 |
| 5-2 | F | A1, A15, A21, A23 | 0.203, 0.559, 0.152, 0.085 | 6 | 0.051 | 3.00 | 0.017 |
| 6-1 | E | A15, A19, A23 | 0.312, 0.125, 0.562 | 4 | 0.062 | 1.63 | 0.038 |
| 6-2-1 | F | A16, A25, A36 | 0.704, 0.111, 0.185 | 6 | 0.037 | 3.00 | 0.012 |
| 6-2-2 | E | A15, A21, A25 | 0.625, 0.125, 0.25 | 4 | 0.125 | 1.63 | 0.076 |
| 6-2-3 | G | A12, A21, A23 | 0.583, 0.111, 0.305 | 5 | 0.027 | 2.30 | 0.012 |
| 6-2-4 | G | A16, A21, A23 | 0.687, 0.125, 0.187 | 5 | 0.062 | 2.30 | 0.027 |
| 6-3-1 | E | A15, A21, A29 | 0.325, 0.575, 0.1 | 5 | 0.075 | 2.30 | 0.033 |
| 6-3-2 | C | A1, A3, A4, A12, A14, A15, A17, A24, A29 | 0.023, 0.028, 0.028, 0.037, 0.025, 0.205, 0.205, 0.224, 0.224 | 9 | 0.019 | 5.23 | 0.007 |
| 6-3-3 | G | A16, A21, A25 | 0.628, 0.143, 0.229 | 4 | 0.057 | 1.63 | 0.035 |
Fig. 2The results of sensitivity analysis for 6-3-2 sub-task.
Fig. 3The results of sensitivity analysis for 3-1 sub-task.
Fig. 4Comparing the traditional HEART and HEART-BWM. HEART, Human Error Assessment and Reduction Technique.