DocumentCode
2802641
Title
Tests of ionic soil stabilizer reinforcing expansive soil
Author
Wang Yi-min ; Liu Xiao-Ian
Author_Institution
State Key Lab. of Subtropical Building Sci., South China Univ. of Technol., Guangzhou, China
fYear
2011
fDate
15-17 July 2011
Firstpage
2663
Lastpage
2666
Abstract
Ionic soil stabilizer was used to reinforce expansive soil and improve its working performance. 4 groups of stabilized soil with different mixture proportion were designed to investigate the effects of improvement. The expansibility and strength of stabilized soils were studied through a series of tests. The chemical composition, cation exchange capacity, microstructure and BET surface area were tested and analyzed as well. It was found that the total swelling and shrinking percentage and the plasticity index decreased significantly. The compressive strength of stabilized soil and its stability in water were effectively improved. It was also found that the cation exchange capacity and BET surface area of swelling soil decreased by mixing ISS into it. The microstructure of swelling soil was changed from layered structure to grainy one by adding a certain dosage of ISS and lime into it.
Keywords
chemical analysis; compressive strength; mixtures; plasticity; soil; BET surface area; cation exchange capacity; chemical composition; compressive strength; expansive soil; ionic soil stabilizer; microstructure; mixture proportion; plasticity index; shrinking; stabilized soil expansibility; stabilized soil strength; swelling; Chemicals; Grounding; Materials; Minerals; Road transportation; Soil; Thermal stability; expansive soil; ionic soil stabilizer; test;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987532
Filename
5987532
Link To Document