Mechanical Fatigue of a Stabilized/Treated Soil Tested with Uniaxial and Biaxial Flexural Tests
作者： Mathieu Preteseille , Thomas Lenoir
DOI: 10.1016/J.TRPRO.2016.05.159
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摘要: Abstract During Civil Engineering works, it is a common practice to upgrade mechanical performances of in situ soils by adding few percent hydraulic binders such as lime and/or cement. But the specificity stress state railways structures (biaxial tension) and lack knowledge about fatigue treated/stabilized natural under this have led non-use treated HSR layers. To enable use infrastructures specific test was developed induce biaxial tension. This test, dedicated uniaxial from pavement design are applied soil. Results compared; appears that soil has better
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