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Bolton, M. D. & Wilson, J. M. R. (1989). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf6 Jan 2004: nb,8’““(19) do. Furthermore, the zero strain stiffness is given by. K = b, (20). ... The frequencies at which the torque was applied increased in 1 Hz steps from 20 to 110 Hz. -
PII: S0266-1144(00)00009-1
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf7 Jan 2004: values obtained from vane shear tests are approximately 15}20% lower than thoseobtained from DSS tests. ... This may be attributed to the fact that in the "niteelement analyses, the embankment was constructed in six layers but in the centrifugetest, it
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