As detailed in Part 1, the most common Italian Technical Specifications refer to different design methodologies for design of lime-soil mixtures, some being quite different from those internationally adopted. Therefore, it seemed appropriate to the Authors to compare these methodologies, via a wide experimental program.It is shown that the Italian methodology of the National Road Agency is different not only from those used in Italy, but also from the main international standards. The experimental results highlight that a revision of that methodology is needed in order to bring it into line with what is prescribed by the European standard.
Celauro, B., Bevilacqua, A., Lo Bosco, D., Celauro, C. (2012). Design Procedures for Soil-Lime Stabilization for Road and Railway Embankments. Part 2-Experimental Validation. PROCEDIA: SOCIAL & BEHAVIORAL SCIENCES, 53, 568-579 [10.1016/j.sbspro.2012.09.907].
Design Procedures for Soil-Lime Stabilization for Road and Railway Embankments. Part 2-Experimental Validation
CELAURO, Bernardo;BEVILACQUA, Antonio;CELAURO, Clara
2012-01-01
Abstract
As detailed in Part 1, the most common Italian Technical Specifications refer to different design methodologies for design of lime-soil mixtures, some being quite different from those internationally adopted. Therefore, it seemed appropriate to the Authors to compare these methodologies, via a wide experimental program.It is shown that the Italian methodology of the National Road Agency is different not only from those used in Italy, but also from the main international standards. The experimental results highlight that a revision of that methodology is needed in order to bring it into line with what is prescribed by the European standard.File | Dimensione | Formato | |
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Design Procedures for Soil-Lime Stabilization for Road and Railway Embankments. Part 2-Experimental Validation.pdf
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