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 :
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