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

被引：8

作者：

Celauro, Bernardo ^{[1
]}

Bevilacqua, Antonio ^{[1
]}

Lo Bosco, Dario ^{[2
]}

Celauro, Clara ^{[1
]}

机构：

[1] Univ Palermo, DICAM Dipartimento Ingn Civile, I-90133 Palermo, Italy

[2] Univ Mediterranea Reggio Calabria, MECMAT Dipartimento Mech & Mat, Calabria, Italy

来源：

SIIV-5TH INTERNATIONAL CONGRESS - SUSTAINABILITY OF ROAD INFRASTRUCTURES 2012 | 2012年 / 53卷

关键词：

soil stabilization; lime; mechanical performances; laboratory testing;

D O I：

10.1016/j.sbspro.2012.09.907

中图分类号：

U [交通运输];

学科分类号：

08 ; 0823 ;

摘要：

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. (C) 2012 The Authors. Published by Elsevier Ltd. Selection and/or peer-review under responsibility of SIIV2012 Scientific Committee

引用

页码：568 / 579

页数：12

共 16 条

[1]

ANAS, 2006, CAP SPEC APP NORM TE

[2]

[Anonymous], 2000, ANN BOOK ASTM STAND

[3]

[Anonymous], 2001, Annual Book of ASTM Standards, V4.08

[4]

[Anonymous], 2007, ASTM standard D698-07

[5]

[Anonymous], M14582 AASHTO

[6]

[Anonymous], 2006, ASTM D 2166Standard test methods for unconfined compressive strength of cohesive soils

[7]

Celauro B., 2012, 5 SIIV INT IN PRESS

[8]

CEN, 2001, 4592 CEN EN EUR COMM

[9]

CEN, 2004, 1328647 CEN EN EUR C

[10]

CEN, 2006, 1422711 CEN EN EUR C

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