Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Drying Changes Consistency Limits

Publication: Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)

ABSTRACT

This study focuses on the effects of drying on consistency limits. To observe the drying effects, samples for Atterberg limits were prepared (i) by starting from in situ moisture content without any drying, (ii) after drying at 60°C, and (iii) after drying at 110°C oven. When the samples were prepared by starting from their natural moisture content, the liquid limit values was 35% to 81% (1% to 26% higher with respect to the case of no drying) and plasticity index was 0% to 31%. Organic content of the samples were determined by loss on ignition test and were in the range of 4.3% to 12.1%. The mineralogy of the samples was investigated via XRD and SEM, and halloysite mineral was encountered. It is concluded that soils containing organic matter, and/or formed by weathering of volcanic rocks should not be oven dried when soil mechanics index tests are to be conducted, since their properties are significantly influenced due to irreversible dehydration.

Get full access to this article

View all available purchase options and get full access to this chapter.

ACKNOWLEDGEMENTS

The authors acknowledge the help provided by Mustafa Hüseyinpaşaoğlu from Turkish National Disaster Agency (AFAD)’s Rize office, Ozan Dadasbilge from GEOCON Company, undergraduate students Berkutay Binol and Isam Khasib for their help during soil sampling, and Mr. Hilmi Bayraktaroglu for his help in the lab.

REFERENCES

AASHTO Standard T267. (2004). Standard Method of Test for Determination of Organic Content in Soils by Loss on Ignition.
ASTM. (2014). Standard test methods for moisture, ash, and organic matter of peat and other organic soils. D2974-14. ASTM International.
ASTM. (2017). Standard practice for classification of soils for engineering purposes (unified soil classification system). D2487-17. ASTM International.
ASTM. (2017). Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318–17. ASTM International.
Atterberg, A. (1911). Uber die physikalische bodenuntei suchung and uber die plastizitat der tone int. mitt far bodenkunde, Berlin, 1.
Basma, A. A., Al-Homoud, A. S., Al-Tabari, E. Y. (1994). “Effects of methods of drying on the engineering behavior of clays.” Applied Clay Science, 9(3), 151-164.
Casagrande, A. (1932). “Research on the Atterberg limits of soils,” Public Roads, v.13, pp.121-136
Eden, W. (1960). “Use of a one-point liquid limit procedure.” In Papers on Soils 1959 Meetings. ASTM International.
Huang, P., M. Patel, M. C. Santagata, and A. Bobet. (2009). “Classification of organic soils.” Publication FHWA/IN/JTRP-2008/02. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana.
Huvaj, N., Uyeturk, E. (2018). “Effects of drying on Atterberg limits of pyroclastic soils of Northern Turkey.” Applied Clay Science, 162, 46-56.
Ijaz, A., Ali, S. A., Room, S., Rana, M. A., Aleem, M. (2014). “Effects of soil and air drying methods on soil plasticity of different cities of Pakistan.” International Journal of Engineering Research and Applications, 4(12), 49-53.
Jefferson, I., Rogers, C. D. F. (1998). “Liquid limit and the temperature sensitivity of clays.” Engineering geology, 49(2), 95-109.
Jose, B.T., Sridharan, A., Abraham, B.M. (2000). “Variability of properties of marine clays due to sample conditions.” Proceedings of the International Conference on Offshore and Nearshore Geotechnical Engineering, December 2-3, 1999.
Malkawi, A. I. H., Alawneh, A. S., Abu-Safaqah, O. T. (1999). “Effects of organic matter on the physical and the physicochemical properties of an illitic soil.” Applied Clay Science, 14(5-6), 257-278.
Mitchell, J. K. (1993). “Fundamentals of Soil Behavior.”, John Wiley and Sons, Inc., New York.
O'Kelly, B. C. (2005). “Oven-drying characteristics of soils of different origins.” Drying Technology, 23(5), 1141-1149.
O'Kelly, B. C., Sivakumar, V., (2014). “Water content determinations for peat and other organic soils using the oven-drying method.” Drying Technology, 32(6), 631-643.
Olmstead, F. R., Johnston, C. M., (1955). “Rapid methods for determining liquid limits of soils.” Highway Research Board Bulletin, (95).
Sen, P., Sarin, M., Dixit, M. (2016). “Properties of fine grained soil blended with organic matter.” Proc. Indian Geotechnical Conference IGC201615-17 December 2016, IIT Madras, Chennai, India, 1-4
Stanchi, S., Catoni, M., D'Amico, M. E., Falsone, G., Bonifacio, E. (2017). “Liquid and plastic limits of clayey, organic C-rich mountain soils: Role of organic matter and mineralogy.” Catena, 151, 238-246.
Sunil, B. M., Krishnappa, H. (2012). “Effect of drying on the index properties of lateritic soils.” Geotechnical and Geological Engineering, 30(4), 869-879.
Terzaghi, K., Peck, R. B., Mesri, G. (1996). “Soil Mechanics in Engineering Practice.” John Wiley & Sons.
Zolfaghari, Z., Mosaddeghi, M. R., Ayoubi, S., Kelishadi, H. (2015). “Soil atterberg limits and consistency indices as influenced by land use and slope position in Western Iran.” Journal of Mountain Science, 12(6), 1471-1483.

Information & Authors

Information

Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)
Pages: 532 - 540
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8212-4

History

Published online: Mar 21, 2019
Published in print: Mar 21, 2019

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Emre Uyeturk [email protected]
Middle East Technical Univ., Dept. of Civil Engineering 06800 Ankara, Turkey. E-mail: [email protected]
Nejan Huvaj [email protected]
Middle East Technical Univ., Dept. of Civil Engineering 06800 Ankara, Turkey. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$172.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$172.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share