Optimization of Laboratory Molding Techniques for Nordic Dry Deep Mixing

Author:

Hov Sølve1,Falle Fredrik2,Paniagua Priscilla23

Affiliation:

1. Norwegian Geotechnical Institute, Høgskoleringen 9, 7034 Trondheim, Norway (Corresponding author), e-mail: solve.hov@ngi.no, https://orcid.org/0000-0002-1161-5110

2. Norwegian University of Science and Technology, Department of Geotechnical Engineering, Postboks 8900, NO-7491 Trondheim, Norway

3. Norwegian Geotechnical Institute, Høgskoleringen 9, 7034 Trondheim, Norway

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. Abrams, D. A. 1918. Design of Concrete Mixtures, Bulletin 1. Chicago, IL: Structural Materials Research Laboratory, Lewis Institute.

2. Consolidation Stress Effects on the Strength of Stabilised Swedish Soils;Åhnberg;Ground Improvement,2006

3. Åhnberg, H. and M. Andersson. 2015. “Laboratory Testing of Stabilised Swedish Soils Prepared with Different Molding Techniques.” In Proceedings of the Deep Mixing 2015 Conference, edited by A. Sehn, M. E. Large, P. Marzano, and H. Takahashi, 603–610. Hawthorne, NJ: Deep Foundations Institute.

4. Åhnberg, H. and G. Holm. 2009. “Influence of Laboratory Procedures on Properties of Stabilised Soil Specimens.” In Proceedings of the International Symposium on Deep Mixing and Admixture Stabilization, DM09, Okinawa, May 19-21, 2009. Yokosuka, Japan: Port and Airport Research Institute.

5. Stabilising Effects of Different Binders in Some Swedish Soils;Åhnberg;Ground Improvement,2003

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