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Forecasting the Project Duration Average and Standard Deviation from Deterministic Schedule Information

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URI: http://hdl.handle.net/10498/22971

DOI: 10.3390/app10020654

ISSN: 2076-3417

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SC2020_010.pdf (1.388Mb)
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Author/s
Ballesteros Pérez, PabloAuthority UCA; Cerezo Narváez, AlbertoAuthority UCA; Otero Mateo, ManuelAuthority UCA; Pastor Fernández, AndrésAuthority UCA; Zhang, Jingxiao; Vanhoucke, Mario
Date
2020-01
Department
Ingeniería Mecánica y Diseño Industrial
Source
Appl. Sci. 2020, 10(2), 654
Abstract
Most construction managers use deterministic scheduling techniques to plan construction projects and estimate their duration. However, deterministic techniques are known to underestimate the project duration. Alternative methods, such as Stochastic Network Analysis, have rarely been adopted in practical contexts as they are commonly computer-intensive, require extensive historical information, have limited contextual/local validity and/or require skills most practitioners have not been trained for. In this paper, we propose some mathematical expressions to approximate the average and the standard deviation of a project duration from basic deterministic schedule information. The expressions’ performance is successfully tested in a 4100-network dataset with varied activity durations and activity durations variability. Calculations are quite straightforward and can be implemented manually. Furthermore, unlike the Project Evaluation and Review Technique (PERT), they allow drawing inferences about the probability of project duration in the presence of several critical and subcritical paths with minimal additional calculation.
Subjects
project duration; scheduling; merge event bias; construction; PERT
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  • Artículos Científicos [11954]
  • Articulos Científicos Ing. Mec. [324]
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