A Cost Optimization Model for the Construction of Bored Piles
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A Cost Optimization Model for the Construction of Bored Piles

Authors: Kenneth M. Oba

Abstract:

Adequate management, control, and optimization of cost is an essential element for a successful construction project. A multiple linear regression optimization model was formulated to address the problem of costs associated with pile construction operations. A total of 32 PVC-reinforced concrete piles with diameter of 300 mm, 5.4 m long, were studied during the construction. The soil upon which the piles were installed was mostly silty sand, and completely submerged in water at Bonny, Nigeria. The piles are friction piles installed by boring method, using a piling auger. The volumes of soil removed, the weight of reinforcement cage installed, and volumes of fresh concrete poured into the PVC void were determined. The cost of constructing each pile based on the calculated quantities was determined. A model was derived and subjected to statistical tests using Statistical Package for the Social Sciences (SPSS) software. The model turned out to be adequate, fit, and have a high predictive accuracy with an R2 value of 0.833.

Keywords: Cost optimization modelling, multiple linear models, pile construction, regression models.

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References:


[1] B. M. Das, Principles of Foundation Engineering, 7th ed. Stamford: Cengage Learning, 2011.
[2] V. N. S. Murthy, Geotechnical Engineering: Principles and practices of soil mechanics and foundation engineering. New York: Marcel Dekker Inc., 2002.
[3] R. L. Robert L. Peurifoy, C. J. Schexnayder, and Aviad. Shapira, Construction planning, equipment, and methods. McGraw-Hill Higher Education, 2006.
[4] M. Budhu, Soil Mechanics and Foundations, 3rd ed. Danvers: John Wiley & sons incorporated, 2011.
[5] T. M. Zayed, “Assessment of productivity for concrete bored pile construction,” Ph.D Thesis, Purdue University, West Lafayette, 2001.
[6] T. M. Zayed and D. Halpin, “Simulation of bored pile construction,” in Proceedings of the 2001 Winter Simulation Conference, B. A. Peters, D. J. Smith, J. S. Medeiros, and M. W. Rohrer, Eds., 2001, pp. 1495–1503.
[7] E. K. Zavadskas, S. Sušinskas, A. Daniunas, Z. Turskis, and H. Sivilevičius, “Multiple criteria selection of pile-column construction technology,” Journal of Civil Engineering and Management, vol. 18, no. 6, pp. 834–842, 2012, doi: 10.3846/13923730.2012.744537.
[8] T. M. Zayed and D. W. Halpin, “Productivity and Cost Regression Models for Pile Construction,” J Constr Eng Manag, vol. 131, no. 7, pp. 779–789, 2005, doi: 10.1061/ASCE0733-93642005131:7779.
[9] S. Aydinli and B. Bağriaçik, “Determination of Cost Relations in Piled Raft Foundation Designs,” in International Advance Researches & Engineering Congress, Osmaniye: IAREC, Nov. 2017, p. 1. (Online). Available: https://www.researchgate.net/publication/328354815
[10] S. Aydinli, B. Bağriaçik, and E. L. Oral, “Comparison of Construction Costs of Piled Raft Foundations and Jet Grouting Systems,” in 13th International Congress on Advances in Civil Engineering, Izmir: Advances in Civil Engineering, Sep. 2018, pp. 1–8. (Online). Available: https://www.researchgate.net/publication/328354636
[11] K. M. Oba, “Cost, Time, and Quality factors: A case Study of the Rivers Monorail Construction Project,” IOSR Journal of Mechanical and Civil Engineering, vol. 15, no. 1, pp. 12–17, 2018