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This chapter presents the behaviour of clean sand and sand-fines mixtures under undrained monotonic triaxial testing. As far as the moist tamping method is concerned, only non-plastic C500 silica particles were involved, owing to the homogeneity concern. Based on the test results obtained, special attention was paid to verifying the impact of fine particles on the variation of the instability line (loose state), the phase transformation state PTS line (medium-dense state) and the critical state line. As for the dry tamping method, all three fine particles (plastic/non-plastic) were adopted.
This chapter presents the behaviour of clean sand and sand-fines mixtures under undrained monotonic triaxial testing. As far as the moist tamping method is concerned, only non-plastic C500 silica particles were involved, owing to the homogeneity concern. Based on the test results obtained, special attention was paid to verifying the impact of fine particles on the variation of the instability line (loose state), the phase transformation state PTS line (medium-dense state) and the critical state line. As for the dry tamping method, all three fine particles (plastic/non-plastic) were adopted.
Behaviour Under Monotonic Loading
Springer Theses
Zhu, Zhehao (author)
Influence of Fine Particles on the Liquefaction Properties of a Reference Sand ; Chapter: 3 ; 65-97
2023-02-12
33 pages
Article/Chapter (Book)
Electronic Resource
English
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