DocumentCode :
3237505
Title :
Test study of mechanical properties of reinforced loess
Author :
Wang Jun-Wei ; Liu Hai-ning
Author_Institution :
North China Univ. of Water Conservancy & Hydroelectric Power, Zhengzhou, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
6933
Lastpage :
6936
Abstract :
The reinforcing effect with PS shows that the initial water content and density of loess have influences on test result through the direct shear test and seepage test. It can be easily found through the test with various water contents and different densities samples. The results show that the strength can be enhanced evidently with the 9 % water content sample, when all the samples have the same density. But the seepage tests have a different results that the permeability varies nonlinearly with the water content. It is found that the PS has the best reinforced effect when the water content varying between 8.5 % and 11 %. It is very important to the earthen architecture sites in arid region of northwest of china.
Keywords :
density; geotechnical engineering; materials testing; permeability; potassium compounds; shear strength; soil; K2SiO3; PS; density; earthen architecture site; mechanical property; permeability; potassium silicate; reinforced loess; reinforcing effect; seepage test; shear test; water content; Earth; Helium; Rocks; Water; Water conservation; PS; direct shear test; reinforced loess; seepage test;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775299
Filename :
5775299
Link To Document :
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