Evaluation the interferences of stabilized organic-contaminated clay soil using hardening test
Joint Authors
Karim, Najm Ubayd
Muhammad, Sarah H.
Said, Khitam A.
Source
Journal of Engineering and Sustainable Development
Publisher
al-Mustansyriah University College of Engineering
Publication Date
2020-12-31
Country of Publication
Iraq
No. of Pages
5
Main Subjects
Topics
English Abstract
Organic soil is a non-homogeneous soil produced as a result of biodegradation of organic matter such as plants, leaves and stems.
Increasing the soil's organic content led to changes in the technical nature of the soil.
Soil of organic is mostly considered to be the intricate soil at any construction project, due to its very low shear strength and high compressibility.
It objects this study was to evaluate interference of organic contaminated clay soil by Stabilization/ Solidification technique (S/S).
In this work, sewage sludge was applied as an organic material for different percentages (7% , 14% and 21% ) of contaminated soil.
The organic soil was treated using cement at (0% , 3% , 6% and 9% ) by dry weight.
The strength of hardness of the stabilized soils with the effect of organic materials were tested using hardness test at three curing times 7, 14 and 28 day; Based on this results from hardness characteristics strength of the stabilized organic soils, cement was the most effective stabilizer than styrene in terms of improving the strength of organic treated Organic soil is a non-homogeneous soil produced as a result of biodegradation of organic matter such as plants, leaves and stems.
Increasing the soil's organic content led to changes in the technical nature of the soil.
Soil of organic is mostly considered to be the intricate soil at any construction project, due to its very low shear strength and high compressibility.
It objects this study was to evaluate interference of organic contaminated clay soil by Stabilization/ Solidification technique (S/S).
In this work, sewage sludge was applied as an organic material for different percentages (7% , 14% and 21% ) of contaminated soil.
The organic soil was treated using cement at (0% , 3% , 6% and 9% ) by dry weight.
The strength of hardness of the stabilized soils with the effect of organic materials were tested using hardness test at three curing times 7, 14 and 28 day; Based on this results from hardness characteristics strength of the stabilized organic soils, cement was the most effective stabilizer than styrene in terms of improving the strength of organic treated soils.
Data Type
Conference Papers
Record ID
BIM-1263596
American Psychological Association (APA)
Muhammad, Sarah H.& Karim, Najm Ubayd& Said, Khitam A.. 2020-12-31. Evaluation the interferences of stabilized organic-contaminated clay soil using hardening test. . Vol. 24, Special issue (2020), pp.44-48.Baghdad Iraq : al-Mustansyriah University College of Engineering.
https://search.emarefa.net/detail/BIM-1263596
Modern Language Association (MLA)
Muhammad, Sarah H.…[et al.]. Evaluation the interferences of stabilized organic-contaminated clay soil using hardening test. . Baghdad Iraq : al-Mustansyriah University College of Engineering. 2020-12-31.
https://search.emarefa.net/detail/BIM-1263596
American Medical Association (AMA)
Muhammad, Sarah H.& Karim, Najm Ubayd& Said, Khitam A.. Evaluation the interferences of stabilized organic-contaminated clay soil using hardening test. .
https://search.emarefa.net/detail/BIM-1263596
