Preliminary Study of Developing Mathematical Permeability Model for Silty Sand
Keywords:
permeability, void ratio, porosity, mathematical, mathematical model, effective pore size, effective particle sizeAbstract
The purpose of this research is to develop the mathematical model for predicting permeability of silty sand in Ubon Ratcharhani province area. The Variable Head Permeability test is performed on different size of glass beads varying density of specimens. The permeability mathematical model developed, is function of effective pore size, void ratio, effective particle size. Test result of the preliminary showed that and are the effective particle size and will be included in the developing model.
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References
Chapuis, R. P. (2004). Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio. Canadian geotechnical journal, 41(5), 787-795.
Vukovic, M., & Soro, A. (1992). Determination of hydraulic conductivity of porous media from grain-size composition.
Slichter, C. S. (1898). A Theoretical Investigation of the Motion of Ground Waters. 19th. Ann. Rpt. US ‘Geol. Survey Part II, 301.
Hazen A (1892) Some physical properties of sand and gravel, with special reference to their use in filtration. Massachusetts State Board of Health, 24thAnnual Report, Boston
NAVFAC (1974). Design Manual- Soil Mechanics, Foundations and Earth Structures (DM-7). US Department of Navy Printing Office, Washington
ASTM Standard D2434-68 (2006) Standard Test Method for Permeability of Granular Soils (Falling Head). ASTM International, West Conshohocken, PA, DOI: 10.1520/D2434- 68R06, www.astm.org
Kenney TC, Lau D, Ofoegbu GI (1984) Permeability of compacted granular materials. Can Geotech J 21: 726-729
Kresic N (1998). Quantitative Solutions in Hydrogeology and Groundwater Modeling. Lewis Publishers, Florida
AAPG Student. (2014, September 28). Introduction to Petrophysics [Web log post]. Retrieved June 28, 2017, from https://aapgscui.wordpress.com
Vukovic, M., & Soro, A. (1992). Determination of hydraulic conductivity of porous media from grain-size composition.
Slichter, C. S. (1898). A Theoretical Investigation of the Motion of Ground Waters. 19th. Ann. Rpt. US ‘Geol. Survey Part II, 301.
Hazen A (1892) Some physical properties of sand and gravel, with special reference to their use in filtration. Massachusetts State Board of Health, 24thAnnual Report, Boston
NAVFAC (1974). Design Manual- Soil Mechanics, Foundations and Earth Structures (DM-7). US Department of Navy Printing Office, Washington
ASTM Standard D2434-68 (2006) Standard Test Method for Permeability of Granular Soils (Falling Head). ASTM International, West Conshohocken, PA, DOI: 10.1520/D2434- 68R06, www.astm.org
Kenney TC, Lau D, Ofoegbu GI (1984) Permeability of compacted granular materials. Can Geotech J 21: 726-729
Kresic N (1998). Quantitative Solutions in Hydrogeology and Groundwater Modeling. Lewis Publishers, Florida
AAPG Student. (2014, September 28). Introduction to Petrophysics [Web log post]. Retrieved June 28, 2017, from https://aapgscui.wordpress.com
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Published
2020-07-09
How to Cite
[1]
รฐาหิรัญโรจน์ ธ. and วิรัตนจันทร์ ฉ. 2020. Preliminary Study of Developing Mathematical Permeability Model for Silty Sand. The 25th National Convention on Civil Engineering. 25, (Jul. 2020), GTE19.
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Geotechnical Engineering
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