Design Procedures for Soil-Lime Stabilization for Road and Railway Embankments. Part 2-Experimental Validation

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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.
Lingua originaleEnglish
pagine (da-a)568-579
Numero di pagine12
RivistaPROCEDIA: SOCIAL & BEHAVIORAL SCIENCES
Volume53
Stato di pubblicazionePublished - 2012

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Embankments
Lime
Stabilization
Soils
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AU - Bevilacqua, Antonio

AU - Celauro, Bernardo

AU - Celauro, Clara

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AB - 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.

KW - laboratory testin

KW - lime

KW - mechanical performances

KW - soil stabilization

UR - http://hdl.handle.net/10447/69624

M3 - Article

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JO - PROCEDIA: SOCIAL & BEHAVIORAL SCIENCES

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