Improving the Performance of Deep Soil Mixing in Clay with Chemical Additives
Author:
Affiliation:
1. MBCC Group, Trostberg, Germany.
2. Dept. of Civil and Mechanical Engineering, Univ. of Cassino and Southern Lazio, Cassino, Italy.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784484012.019
Reference17 articles.
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2. Burke G. K. (2004). “Jet grouting system: advantages and disadvantages.” Proc. Sessions GeoSupport Conference: Innovation and Cooperation in the Geo-Industry ASCE Reston VA https://doi.org/10.1061/40713(2004)75.
3. Hydrocolloids at interfaces and the influence on the properties of dispersed systems;Dickinson E.;Food Hydrocolloids,2003
4. DISPERSION OF KAOLINITE BY DISSOLVED ORGANIC MATTER FROM DOUGLAS-FIR ROOTS
5. Freitag, D. R., Kozan, G. R., and Stouffer, J. D. (1961). Summary reviews of soil stabilization processes: Report 6: Mixing Principles, Techniques and Equipment. Army Engineer Waterways Experiment Stations, Corps of Engineers, Vicksburg, USA.
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1. Chemical Clay Soils Treatment During Deep Soil Mixing;Challenges and Innovations in Geomechanics;2022-07-31
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