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- W128439600 abstract "Abstract : Seven lateral-plate bearing tests were performed in moist beach sand at six different depths from 1 to 9 ft. In addition, 25 rigid-pile tests were performed in the same soil with pile widths ranging from 1 to 16 in. and embedment depths from 12 to 66 in. In conjunction with these experiments, determination were made of the in situ vane shearing strength, density, moisture content, and standard penetration of the soil. The objective of these studies is to develop procedures for the determination of soil moduli including variations with depth, magnitude of deflection, and width of loaded area. Among other information, the test results have shown that the coefficient of horizontal subgrade action of the soil used decreases exponentially with increasing deflection and increases exponentially as depth increases." @default.
- W128439600 created "2016-06-24" @default.
- W128439600 creator A5027532002 @default.
- W128439600 date "1964-08-10" @default.
- W128439600 modified "2023-09-24" @default.
- W128439600 title "LATERAL-PLATE AND RIGID-PILE TESTS IN BEACH SAND" @default.
- W128439600 doi "https://doi.org/10.21236/ad0444370" @default.
- W128439600 hasPublicationYear "1964" @default.
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