Experimental research on dynamic properties of fly ash soil subjected to freeze-thaw cycles
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Experimental research on dynamic properties of fly ash soil subjected to freeze-thaw cycles
Vol. 28, Issue 5, (2007)
作者机构:
1. 吉林大学 交通学院,长春,130022
2. 吉林大学 应用技术学院,长春,130022
3. 吉林大学 测试中心,长春,130022
作者简介:
基金信息:
DOI:
CLC:TU413.5
Online First:10 September 2013,
Published:2007
稿件说明:
移动端阅览
WEI Hai-bin, LIU Han-bing, GAO Yi-ping, et al. Experimental research on dynamic properties of fly ash soil subjected to freeze-thaw cycles[J]. 2007, 28(5).
DOI:
WEI Hai-bin, LIU Han-bing, GAO Yi-ping, et al. Experimental research on dynamic properties of fly ash soil subjected to freeze-thaw cycles[J]. 2007, 28(5).DOI:
Experimental research on dynamic properties of fly ash soil subjected to freeze-thaw cycles
Tests on composite material from easy liquefaction fly ash and easy freezing silty clay according to dry weight 1:2 are conducted to investigate the dynamic properties of fly ash soils for roadbed filling. The dynamic triaxial tests are made on the two kinds of soils after freeze-thaw cycles. The variation law between the dynamic strength and the number of cycles of dynamic loading and the number of freeze-thaw cycles is obtained. The relationship curves of the dynamic stress-strain and the dynamic elastic modulus-elastic strain and the curve of the dynamic modulus and the number of freeze-thaw cycles are also given. The research shows that the dynamic properties of fly ash soils(1:2) is better than silty clay subjected to freeze-thaw cycles. After 3 cycles of freezing and thawing
its dynamic strength and dynamic modulus reach stability. It has superiority as roadbed filling.