TESTING METHODS FOR MECHANICALLY IMPROVED SOILS: RELIABILITY AND VALIDITY

Authors

  • Ana Petkovšek CTU in Prague, Czech Technical University in Prague - Publishing House, Thákurova 1, 160 41, Praha 6, Czech Republic University of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, 1000, Ljubljana, Slovenia
  • Matej Maček CTU in Prague, Czech Technical University in Prague - Publishing House, Thákurova 1, 160 41, Praha 6, Czech Republic University of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, 1000, Ljubljana, Slovenia
  • Jasna Smolar CTU in Prague, Czech Technical University in Prague - Publishing House, Thákurova 1, 160 41, Praha 6, Czech Republic University of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, 1000, Ljubljana, Slovenia

DOI:

https://doi.org/10.14311/APP.2017.10.0016

Keywords:

Liquefaction, Experimental Site, Rapid Impact Compaction, Soil Mixing

Abstract

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.

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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

Vol. 10 (2017): 44th CONFERENCE FOUNDATION ENGINEERING BRNO 2016

Section

Articles