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Keywords: non-cemented sample
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Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-220
... dense fine sands in the field, this is a noticeable point in engineering practice. Furthermore, while the maximum resisting CSR for compacted non-cemented samples was 0.2, this ratio has increased even to 0.4 for cemented (5 % CC) samples. Fig. 6 shows the variation of shear modulus (Gcyc) with number...