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A Study on Consolidation Behavior of Clay Ground Improved by the Pre-Loading Method Based on an Elasto-Viscous Model
A Study on Consolidation Behavior of Clay Ground Improved by the Pre-Loading Method Based on an Elasto-Viscous Model
A Study on Consolidation Behavior of Clay Ground Improved by the Pre-Loading Method Based on an Elasto-Viscous Model
Kano, S. (Autor:in) / Moriwaki, T. (Autor:in) / Yoshikuni, H. (Autor:in) / Iwamoto, A. (Autor:in)
International conference on geotechnical and geological engineering; GeoEng 2000 ; 2000 ; Melbourne, Australia
01.01.2000
335 pages
Aufsatz (Konferenz)
Englisch
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