This paper shows and compares the experimental results obtained by using a standard cone (10 cm(2)) and a mini piezocone (2 cm(2)). Tests were carried out at Calendasco (Piacenza, Italy) in a natural soil deposit mainly consisting of clayey-sandy silts. Grain size distribution with depth was also available. Other tests were carried out at Cavezzo (Modena, Italy), where liquefaction-induced phenomena were observed during the May 29, 2012, seismic sequence. The purpose was to investigate capabilities and limitations of mini piezocone and to explore the possibility of obtaining a better prediction of soil stratigraphy in thin layered deposits. Systematic differences in terms of tip resistance and sleeve friction were not observed, even though, generally, qc standard
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits
Roberta Bonì
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2021-01-01
Abstract
This paper shows and compares the experimental results obtained by using a standard cone (10 cm(2)) and a mini piezocone (2 cm(2)). Tests were carried out at Calendasco (Piacenza, Italy) in a natural soil deposit mainly consisting of clayey-sandy silts. Grain size distribution with depth was also available. Other tests were carried out at Cavezzo (Modena, Italy), where liquefaction-induced phenomena were observed during the May 29, 2012, seismic sequence. The purpose was to investigate capabilities and limitations of mini piezocone and to explore the possibility of obtaining a better prediction of soil stratigraphy in thin layered deposits. Systematic differences in terms of tip resistance and sleeve friction were not observed, even though, generally, qc standardI documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
