Influence of using rice husk ash in soil stabilization method with lime

Author:

Choobbasti A. J.,Ghodrat H.,Vahdatirad M. J.,Firouzian S.,Barari A.,Torabi M.,Bagherian A.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences

Reference31 articles.

1. Alhassan M (2008). Permeability of lateritic soil treated with lime and rice husk ash. Assumption University Journal of Thailand, 12(2): 115–120

2. Ali F H, Adnan A, Choy C K (1992). Geotechnical properties of a chemically stabilized soil from Malaysia with rice husk ash as an additive. Geotechnical and Geological Engineering Journal, 10(2): 117–134

3. American Association of State Highway and Transportation Officials (AASHTO) (1986). Standard Specifications for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes (M145). Washington D C, USA

4. American Society for Testing and Material (ASTM) (2002). Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (D0698-07E01). Annual Books of ASTM Standard, Section 4 Vol. 0408 USA

5. American Society for Testing and Material (ASTM) (2002). Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (D4318-05). Annual Books of ASTM Standard, Section 4 Vol. 0408 USA

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