线性项目前端阶段施工时间基础估算方法

IF 1.6 Q3 MANAGEMENT
Ivana Burcar Dunović, Kristijan Robert Prebanić, Pavao Durrigl
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引用次数: 2

摘要

尽管水平线性项目具有较低的复杂度进度,但它们仍然不能成功地满足计划时间。截止日期主要基于前端项目开发中可用数据有限时所做的估计。文献中早期的时间估计模型依赖于很少的变量,几乎在所有情况下,其中一个变量是估计成本。早期的成本估计可能与实际成本有很大的偏差,从而导致不可靠的时间估计。基于神经网络和其他替代方法的时间估计模型需要数据库和软件,这使得时间估计过程变得复杂。本文的目的是通过开发一种新的时间估计方法来弥补稀缺时间估计模型和不可靠时间估计模型之间的差距。这项研究是在一个大型下水道系统项目上进行的。案例研究展示了如何从下水道系统中选择管道项目提取几个连续的活动。在现有线性调度方法相关方程的基础上,设计了一种新的工程工期计算算法,该算法适用于连续作业。该方法基于提取线性连续工程,利用算法识别工程之间的最小缓冲,计算工程工期。为了验证该算法,将该方法应用于另一个下水道系统的管道工程。这种方法的局限性是只能用于基本估计。需要做进一步的研究,以纳入方法中的不确定性和风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Method for Base Estimation of Construction Time for Linear Projects in Front-end Project Phases
Abstract Even though horizontally linear projects have low complexity schedules, they are still not successful in meeting planned time. The deadlines are mostly based on estimations done in front-end project development when limited data are available. Early time estimation models in literature rely on few variables and, almost in all cases, one of them is the estimated cost. Early cost estimations can significantly deviate from actual costs and thus lead to unreliable time estimation. Time estimation models based on neural network and other alternative methods require databases and software, which complicates the process of time estimation. The purpose of this paper is to bridge the gap of scarce time estimation models and unreliable time estimates by developing a new method for time estimation. This research has been done on one large sewer system project. The case study shows how to extract several continuous activities for a pipeline project chosen from a sewer system. Moreover, a new algorithm for the calculation of project duration is devised based on the existing equation related to the linear scheduling method, and this algorithm works with continuous activities. The new method for construction time estimation is based on the extraction of linear continuous activities, usage of the algorithm for identification of minimal buffer between activities, and calculation of the project duration. To verify the algorithm, this method is used on another pipeline project from a sewer system. The limitation is that this method can be used only for base estimation. Further research needs to be done to include uncertainties and risks in the method.
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来源期刊
CiteScore
3.10
自引率
0.00%
发文量
8
审稿时长
16 weeks
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