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• W2470652805 endingPage "1929" @default.
• W2470652805 startingPage "1923" @default.
• W2470652805 abstract "During Civil Engineering works, it is a common practice to upgrade mechanical performances of in situ soils by adding few percent of hydraulic binders such as lime and/or cement. But the specificity of stress state in railways structures (biaxial tension) and the lack of knowledge about the fatigue mechanical performances of treated/stabilized natural soils under this stress state have led to the non-use of treated soils in HSR layers. To enable the use of treated soils in railways infrastructures a specific test was developed to induce biaxial tension. This biaxial test, dedicated to railways structures and a uniaxial test from pavement design are applied to a treated soil. Results are compared; it appears that the treated soil has better performances under biaxial tension." @default.
• W2470652805 created "2016-07-22" @default.
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• W2470652805 date "2016-01-01" @default.
• W2470652805 modified "2023-10-13" @default.
• W2470652805 title "Mechanical Fatigue of a Stabilized/Treated Soil Tested with Uniaxial and Biaxial Flexural Tests" @default.
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• W2470652805 doi "https://doi.org/10.1016/j.trpro.2016.05.159" @default.
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