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- W223649438 abstract "In this study, the small strain shear moduli () of uncemented and gypsum-cemented sands are evaluated by performing a series of bender element tests on the specimens reconstituted in the calibration chamber. It is observed from the experimental results that of crushed-sands is about 35~50% smaller than that of natural sands. The increase in gypsum content is observed to result in an exponential increase of value. It is also shown that the relative density has more significant effect on of cemented sand, whereas the vertical effective stress has more significant influence on of uncemented one. A prediction equation for cemented sand is expressed as a function of gypsum content as well as void ratio and vertical effective stress." @default.
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- W223649438 date "2009-01-01" @default.
- W223649438 modified "2023-09-23" @default.
- W223649438 title "Analysis of Cementation Effect on Small Strain Shear Modulus of Sand" @default.
- W223649438 hasPublicationYear "2009" @default.
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