Temperature-Accelerated Strength Development in Stabilized Marine Soils as Road Construction Materials

Author:

Wang Dongxing1,Zentar Rachid2,Abriak Nor Edine2

Affiliation:

1. Associate Professor, Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, School of Civil Engineering, Wuhan Univ., Wuhan, Hubei 430072, China; State Key Laboratory for GeoMechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221008, China; formerly, Postdoctoral Researcher, Ecole des Mines Douai, LGCgE MPE-GCE, F-59508 Douai, France (corresponding author).

2. Professor, Ecole des Mines Douai, LGCgE MPE-GCE, F-59508 Douai, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Behaviour and mineralogy changes in lime-treated expansive soil at 50°C

2. Association Française de Normalisation. (2001). “Tests relating to pavements—Determination of the mechanical characteristics material bound with hydraulic binders—Part 3: Diametral compression test on hydraulic and pozzolanic binder bound materials.” NF P98-232-3 La Plaine Saint-Denis Cedex France.

3. Association Française de Normalisation. (2009a). “Road foundations—Methodology for laboratory study of materials treated with hydraulic binders—Part 1: Sand/gravel mixtures treated with hydraulic binders.” NF P98-114-1 La Plaine Saint-Denis Cedex France.

4. Association Française de Normalisation. (2009b). “Road foundations—Methodology for laboratory study of materials treated with hydraulic binders—Part 2: Hydraulic binders bounded sands.” NF P98-114-2 La Plaine Saint-Denis Cedex France.

5. Association Française de Normalisation. (2009c). “Road foundations—Methodology for laboratory study of materials treated with hydraulic binders—Part 3: Soils treated with hydraulic binders possibly combined with lime.” NF P98-114-3 La Plaine Saint-Denis Cedex France.

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