Effect of freeze-thaw cycles on mechanical strength of lime-treated fine-grained soils

Author:

Nguyen Thi Thanh Hang,Cui Yu-Jun,Ferber Valéry,Herrier Gontran,Ozturk Tamer,Plier Fabrice,Puiatti Daniel,Salager Simon,Tang Anh Minh

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference54 articles.

1. Afnor. Classification of materials for use in the construction of embankments and capping layers of road infrastructures. Paris, France. NF P 11 – 300; 1992.

2. Afnor. Soils – Investigation and testing – determination of the compaction characteristics of a soil – Standard Proctor test (600 kN.m/m3) – modified proctor tests (2700 kN.m/m3). Paris, France. NF P 94-093; 1993a.

3. Afnor. Essais relatifs aux chaussées – Préparation des matériaux traités aux liants hydrauliques ou non traités – Partie 3: fabrication en laboratoire de mélange de graves ou de sable pour la confection d’éprouvettes. NF P98-230-2; 1993b.

4. Behaviour and mineralogy changes in lime-treated expansive soil at 20°C;Al-Mukhtar;Appl Clay Sci,2010

5. Microstructure and geotechnical properties of lime-treated expansive clayey soil;Al-Mukhtar;Eng Geol,2012

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