Swell and Shrinkage Percentages for Various Soil Types and their Prediction from Intrinsic Soil Properties
DOI:
https://doi.org/10.21271/ZJPAS.32.6.14Keywords:
Soil volume change; Swelling/shrinkage percentages; Bank site; Soil geotechnical properties.Abstract
Earthwork construction involves excavation, hauling, placing and compaction of soil, gravel, and other materials that exist on the soil surface. The soil volume varies depending whether the soil is bank, loose or compacted material. Therefore, the final generated volume of earthwork should be adjusted for volume changes during the above states by applying shrinkage and swell-correction percentages. Estimating these correction factors by engineering expertise or selecting predetermined tables without extensive knowledge of the local soils has proven to be costly and may be misleading. Accordingly, the current study was initiated to develop the database of swell/ shrinkage percentages for various soil materials and link them to other soil properties. Standard procedures were applied for determining soil density at different states along with the physical, chemical and geotechnical properties for soils obtained from 39 surveyed projects within and on the outskirts of Erbil city. The obtained data were subjected to different statistical analysis and the results indicated that the swell percentage ranged from 36.10 -55.7% for clays, 18.40 – 69.20% for silts and 11.90 – 54.5% for gravels. Shrinkage percentage ranged from 9.20 – 16.5% for clays, 4.40 – 20.20% for silts and 0.80 - 23.5% for gravel. Overall, within each group, the swell percent was superior to the shrinkage percent. Additionally, the swell percent was characterized by having a higher coefficient of variation compared to that of shrinkage percent. The in situ soil density and clay content have emerged to be the most effective soil properties for predicting swell percent. On the other hand, the influential variables for predicting shrinkage percent were in situ soil density and the maximum dry density. The mean absolute error of prediction of swell and shrinkage percentages were 6.79 and 1.17 respectively, indicating that shrinkage percent can be predicted more accurately compared with swell percent.
References
AKIIJE, I. 2013. An innovative mass haul diagram development for highway earthwork. Journal of Emerging Trends in Engineering and Applied Sciences, 4, 38-45.
ALZOUBI, I., ALALI, F. A. & MIRZAEI, F. 2017. Earthwork Volume Optimization Using Imperialistic Competitive Algorithm to Minimize Energy Consumption of Agricultural Land Leveling. Journal of Tethys: Vol, 5, 070-086.
ANUPRIYA, L. R. C. 2018. Calculation of Cut and Fill of Earthworks with Quantum-GIS. IJSRD, 6, 2321-0613.
BANNISTER, A., RAYMOND, S. & BAKER, R. 1998. Surveying (7th edn). Harlow: Longman, 502.
BLAKE, G. R. & HARTGE, K. 1986. Bulk density. Methods of soil analysis: Part 1 Physical and mineralogical methods, 5, 363-375.
BURCH, D. 1997. Estimating excavation, Craftsman Book Company.
C127, A. 2015. Standard Test Method for Relative Density (Specific Gravity) and Absorption of a Coarse Aggregate.
C128, A. 2012. Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate ASTM International, West Conshohocken, PA. doi.
C136-06, A. 2006. Standard test method for sieve analysis of fine and coarse aggregates.
CHOPRA, M. B., NEGRON, C. A. & KENNETH MORGAN, P. E. 1999. Improved Shrinkage and Bulkage Factors for Cohesionless Soils. Transportation Research Board Annual Meeting 1999 Washington, D.C.
COLE, G. M. & HARBIN, A. L. 2006. Surveyor reference manual.Fourth Edition. Professional publications, Inc., Belmont, CA.
CROOKS, A. R. 2013. Application of shrinkage and swelling factors on State Highway Construction.
D422–63, A. 2007. Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken. doi, 10, 1520.
D854-14, A. 2014. Standard test methods for specific gravity of soil solids by water pycnometer.
D1556-07, A. 2007. Standard test method for density and unit weight of soil in place by the sand-cone method.
D1557-12, A. 2012. Standard test methods for laboratory compaction characteristics of soil using modified effort. ASTM International, West Conshohocken, PA.
D1883-16, A. 2016. Standard test method for California bearing ratio (CBR) of laboratory-compacted soils. ASTM International West Conshohocken, PA.
D2216, A. 2005. Test methods for laboratory determination of water (moisture) content of soil and rock by mass, ASTM International West Conshohocken, PA, 2005, DOI: 10.1520/D2216-05.
D4318, A. 2010. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken, PA. doi, 10.
D6913, A. 2009. D6913-04.(2009). Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. West Conshohocken, PA, USA: ASTM international. doi, 10.
FHWA, F. H. A. 2007. Geotechnical Technical Guidance Manual. 291.
GARBER, N. J. & HOEL, L. A. 2010. Traffic and highway engineering, Cengage Learning.
GÖKTEPE, A. B., LAV, A. H., ALTUN, S. & ALTıNTAŞ, G. 2008. Fuzzy decision support system to determine swell/shrink factor affecting earthwork optimization of highways. Mathematical and Computational Applications, 13, 61-70.
HELTON, J. E. 1992. Simplified estimating for builders and engineers, Prentice Hall, Inc., New Jersey.
HESSE, P. R. 1971. A textbook of soil chemical analysis.
JACKSON, M. 1958. Soil chemical analysis prentice Hall. Inc., Englewood Cliffs, NJ, 498, 183-204.
KIM, S. & KIM, H. 2016. A new metric of absolute percentage error for intermittent demand forecasts. International Journal of Forecasting, 32, 669-679.
LEWIS, C. D. 1997. Demand forecasting and inventory control: A computer aided learning approach, Routledge.
LI, D. & LU, M. 2019. Classical Planning Model‐Based Approach to Automating Construction Planning on Earthwork Projects. Computer‐Aided Civil and Infrastructure Engineering, 34, 299-315.
MARTÍNEZ, G. M. A., ARRÚA, P. A. & EBERHARDT, M. G. 2014. A Topographic Method for Determining the Swelling Factor of Soils by Excavation. EJGE, 19, 6627-6634.
NAJAFI, M. & GOKHALE, S. B. 2005. Trenchless technology: pipeline and utility design, construction, and renewal, McGraw Hill Professional, New York, NY.
NUNNALLY, S. W. 2011. Construction methods and management, Prentice Hall.
ROWELL, D. L. 2014. Soil science: Methods & applications, New York : Wiley, 1994, Routledge.
SAĞLAM, B. & BETTEMIR, Ö. 2018. Estimation of duration of earthwork with backhoe excavator by Monte Carlo Simulation. Journal of Construction Engineering, 1, 85-94.
SHAMO, B. 2013. Spatial Statistical and Multivariate Regression Approach to Earthwork Shrinkage-Factor Calculation. North Dakota State University.
UHLIK III, F. T. 1984. Optimizing Earthwork Estimating for Highway Construction. Doctor of Philosophy, AIR FORCE INST OF TECH WRIGHT-PATTERSON AFB OH.
WHITE, D., VENNAPUSA, P. & ZHANG, J. 2010. Earthwork Volumetric Calculations and Characterization of Additional CFED Soils. CFED Phase IV, 44-49.
WILDING, L. Spatial variability: its documentation, accomodation and implication to soil surveys. Soil spatial variability, Las Vegas NV, 30 November-1 December 1984, 1985. 166-194.
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