Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays

Author:

Fiskvik Bache Bjørn Kristian1,Wiersholm Pernille2,Paniagua Priscilla3,Emdal Arnfinn4

Affiliation:

1. Geotechnical Engineer, Dept. of Geotechnics and Natural Hazards, Norwegian Geotechnical Institute, Trondheim 7034, Norway (corresponding author).

2. Dept. of Geotechnics, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

3. Senior Engineer, Dept. of Geotechnics and Natural Hazards, Norwegian Geotechnical Institute, Trondheim 7034, Norway; Associate Professor, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science & Technology, Trondheim 7491, Norway,

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference36 articles.

1. Åhnberg, H., and G. Holm. 1984. On the influence of curing temperature on the shear strength of soil treated with lime and cement. Linköping, Sweden: Swedish Geotechnical Institute.

2. Åhnberg, H., S. Johansson, A. Retelius, C. Ljungkrantz, L. Holmquist, and G. Holm. 1995. “Cement and lime for deep stabilisation of soils.” In A chemical-physical study of stabilizing effects. Linköping, Sweden: Swedish Geotechnical Institute.

3. Åhnberg H. and H. Pihl. 1998. “Effect of different quicklimes on clays: A preliminary study.” In Proc. 2nd Int. Conf. on Ground Improvement Techniques 47–54. Singapore: Ci-Premier Pte Limited.

4. Andersland, O., and B. Ladanyi. 2004. Frozen ground engineering. New York: Wiley.

5. Babasaki R. M. Terashi T. Suzuki A. Maekawa M. Kawamura and E. Fukawaza. 1996. “Factors influencing the strength of improved soils.” In Proc. 2nd Int. Conf. on Ground Improvement Geosystems 913–918. Rotterdam Netherlands: A.A. Balkema.

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