Using Sustainable Materials to Treat Free Shrinkage of Clay
Abstract
Keywords
Thanks
References
- Abdi, M.R., Parsapajouh, A. & Arjomand, M, A. (2008) Effects of random Finer Inclusion on Consolidation, Hydraulic Conductivity, Swelling, Shrinkage Limit and Desiccation Cracking of Clays. International Journal of Civil Engineering, 6, (4) 23-45
- Al-Bared, M. A. M., & Marto, A. (2017). A review on the geotechnical and engineering characteristics of marine clay and the modern methods of improvements. Malaysian Journal of Fundamental and Applied Sciences, 13(4), 825-831.
- Albright, W. H., Benson, C. H., Gee, G. W., Roesler, A. C., Abichou, T., Apiwantragoon, P., Lyles, B. F., and Rock, S. a. (2004) Field water balance of landfill final covers.” Journal of environmental quality, 33(6), 2317–2332.
- Al-Jabri, K. S., Taha, R. A., Al-Hashmi, A., and Al-Harthy, A. S. (2006). “Effect of copper slag and cement by-pass dust addition on mechanical properties of concrete.” Construction and Building Materials, 20(5), 322–331.
- Al-Rawas, A. A. (2002). Microfabric and mineralogical studies on the stabilization of an expansive soil using cement by-pass dust and some types of slags. Canadian geotechnical journal, 39(5), 1150-1167.
- Al-Rawas, A. A., Taha, R., Nelson, J. D., Al-Shab, B. T., & Al-Siyabi, H. (2002). A comparative evaluation of various additives used in the stabilization of expansive soils. Geotechnical Testing Journal, 25(2), 199-209.
- ASTM (2013). “Standard specification for mixing rooms, moist cabinets, moist rooms, and water storage tanks used in the testing of hydraulic cements and concretes.” ASTM C511. West Conshohocken, PA: ASTM.
- ASTM (2014). “Standard test methods for specific gravity of soil solids by water pycnometer.” ASTM D854. West Conshohocken, PA: ASTM.
Details
Primary Language
English
Subjects
Engineering
Journal Section
Research Article
Authors
Abdullah Ekinci
*
0000-0002-6787-9983
Türkiye
Publication Date
August 31, 2020
Submission Date
May 8, 2020
Acceptance Date
June 7, 2020
Published in Issue
Year 2020 Number: 19