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Abstract:
The fatigue behavior of cemented soil is investigated by dynamic loading test of dynamic asymmetric sine wave load. According to the result of the test, the fatigue failure criterion of the cement -stabilized soil stress space is proposed; and a three parameters exponential function model of fatigue life model is established. There are many factors influencing cement-stabilized soil fatigue life; the analysis results show that the he higher cyclic load of the stress level, the shorter the fatigue life of the cement-stabilized soil is; longer on the contrary. Cement-stabilized soil age longer, cement ratio greater, and the fatigue life of the cement-stabilized soil will be longer.
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Rock and Soil Mechanics
ISSN: 1000-7598
Year: 2010
Issue: 4
Volume: 31
Page: 1264-1268
1 . 5 0 0
JCR@2023
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WoS CC Cited Count: 0
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 1
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