Investigation of the Mineral Dissolution Rate and Strength Development in Stabilized Soils Using Quantitative X-Ray Diffraction

Author:

Chrysochoou Maria1

Affiliation:

1. Associate Professor, Dept.of Civil and Environmental Engineering, Univ. of Connecticut, 261 Glenbrook Rd., Storrs, CT 06269.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference46 articles.

1. Åhnberg H. (2006). “Strength of stabilized soils—A laboratory study on clays and organic soils stabilized with different types of binder.” Ph.D. thesis Swedish Deep Stabilization Research Centre Lund Sweden.

2. Åhnberg H. and Johansson S. E. (2005). “Increase in strength with time in soils stabilised with different types of binder in relation to the type and amount of reaction products.” Proc. Int. Conf. on Deep Mixing Vol. 1.1 Swedish Deep Stabilization Research Centre Lincoping Sweden 195–202.

3. Activation of fly ash cementitious systems in the presence of quicklime

4. ASTM. (2003). “Standard test methods for screening of pH in waste.” ASTM D4980-03 West Conshohocken PA.

5. ASTM. (2007a). “Standard test methods for laboratory compaction characteristics of soil using standard effort [12400  ft-lbf/ft3 (600  kN-m/m3)].” ASTM D698-07 West Conshohocken PA.

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