Problematic Soils and Ground Improvement II / Sols problématiques et amélioration du comportement II |
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Paper Title
THE SANTANA PORT ACCIDENT: COULD IT BE A SENSITIVE CLAY FLOWSLIDE UNDER THE EQUATOR?
Sandro Sandroni, Serge Leroueil, Elaine Barreto
IN-SITU DETERMINATION OF DISINTEGRATION ENERGY FOR SOFT SENSITIVE CLAYS
Vikas Thakur, Anders Gylland, Samson Degago, Frode Oset, Rolf Sandven
ON ENGINEERING CHARACTERISATION OF A LOW PLASTIC SENSITIVE SOFT CLAY
Helene Alexandra Amundsen, Arnfinn Emdal, Rolf Sandven, Vikas Thakur
SOFT CLAY DRAINAGE CONSOLIDATION USING ELECTRICALLY CONDUCTIVE WICK DRAINS (ECWD)
Wei-lie Zou, Yan-feng Zhuang, Xie-qun Wang, Sai K. Vanapalli
LABORATORY SETUP TO EVALUATE THE IMPROVEMENT OF GEOTECHNICAL PROPERTIES FROM POTASSIUM CHLORIDE SATURATION OF A QUICK CLAY FROM DRAGVOLL, NORWAY
Tonje Eide Helle, Rikke Nornes Bryntesen, Helene Amundsen, Arnfinn Emdal, Steinar Nordal, Per Aagaard |
