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- W279951844 abstract "To study the mechanical behavior of sandy soils under cyclicloading, a series of undrained cyclic-loading ring-shear tests were conducted. The stress condition of the tests simulated the stress condition of a soil element subjected to a horizontal seismic force in the sliding zone of an infinitely long slope. Osaka group coarse, sandy soil, silica sand and Toyoura standard sand were used. The sliding surface liquefaction behavior of different soils shows a relation dependent on grain crushing susceptibility. The effects of the initial stress state and frequency of cyclic loading on the high-mobility were also analyzed." @default.
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- W279951844 date "1998-01-01" @default.
- W279951844 modified "2023-09-26" @default.
- W279951844 title "Cyclic-Loading Ring-Shear Tests to Study High-Mobility of Earthquake-Induced-Landslides" @default.
- W279951844 cites W2326117877 @default.
- W279951844 doi "https://doi.org/10.1007/978-94-011-5324-9_60" @default.
- W279951844 hasPublicationYear "1998" @default.
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