TESTING METHODS FOR MECHANICALLY IMPROVED SOILS: RELIABILITY AND VALIDITY
DOI:
https://doi.org/10.14311/APP.2017.10.0016Keywords:
Liquefaction, Experimental Site, Rapid Impact Compaction, Soil MixingAbstract
A possibility of in-situ mechanical improvement for reducing the liquefaction potential of silty sands was investigated by using three different techniques: Vibratory Roller Compaction, Rapid Impact Compaction (RIC) and Soil Mixing. Material properties at all test sites were investigated before and after improvement with the laboratory and the in situ tests (CPT, SDMT, DPSH B, static and dynamic load plate test, geohydraulic tests). Correlation between the results obtained by different test methods gave inconclusive answers.Downloads
Download data is not yet available.
Downloads
Published
2017-10-15
How to Cite
Petkovšek, A., Maček, M., & Smolar, J. (2017). TESTING METHODS FOR MECHANICALLY IMPROVED SOILS: RELIABILITY AND VALIDITY. Acta Polytechnica CTU Proceedings, 10, 16–33. https://doi.org/10.14311/APP.2017.10.0016
Issue
Section
Articles