DocumentCode
2458693
Title
Study on optimal mixture design of Ionic Soil Stabilizer reinforcing red clay
Author
Lu, Xuesong ; Xiang, Wei
Author_Institution
Sch. of Civil Eng., Huanggang Normal Univ., Huanggang, China
fYear
2011
fDate
24-26 June 2011
Firstpage
4487
Lastpage
4490
Abstract
Based on the red clay of Wuhan reinforced by Ionic Soil Stabilizer, the red clay was treated by different matches of ISS and water at first, then was tested in the Atterberg limits test and unconfined compressive strength test. The results show that the plastic index decreases, and unconfined compressive strength increases after mixing the ISS into the red clay. In addition, strength of ISS-reinforced soil increases with age, and strength respectively increases with an decrease in plastic index. Finally, because application of the plasticity index has its own advantages, such as efficient, economic and applicable, a minimum plasticity index is usually recommended to determine the optimal ratio of ISS-reinforced soil.
Keywords
clay; compressive strength; compressive testing; mechanical stability; mixing; mixtures; plasticity; soil; Atterberg limit test; ISS; ISS reinforced soil; Wuhan; ionic soil stabilizer; mixing; plasticity index; red clay; unconfined compressive strength test; Geology; Grounding; Indexes; Plastics; Presses; Road transportation; Soil; Ionic Soil Stabilizer; adsorbed water; plastic index; red clay; strength;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965242
Filename
5965242
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