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Ground Movement Predictions for Braced Excavationsin Undrained Clay…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/165_2005_Vol132_No4_465_477.pdf12 Oct 2006: The undrainedstrength is given by: cu = co c1z = 0.21 8.19z 24.5 kPa, wherecoundrained shear strength at the ground surface, c1rate ofvariation of undrained shear strength with depth, and ... Geotech.Geoenviron. Eng., 1281, 13–24. Ikuta, Y., Maruoka, M. -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: Figure 24 shows different representativeshapes of stress–strain curve for samples extracted from thesame in situ conditions with K0 = 1.0. ... 24. Different shapes of stress–strain curve (K0 = 1.0). Curve A n1 m1 B n2 m2 b2. -
Physics of Liquefaction Phenomenaaround Marine Structures M. B. de ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/169_ASCE_2006_132_4_de_groot.pdf15 Aug 2006: 24 and 25. Fig. 12. Volume strain with moderate cyclic shear loading of drysand or silt. ... 24 and 25. This is called “cyclic mobility” Castro 1975. ndrained monotonic shear.
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