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University of Cambridge
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf25 Jul 2012: The disturbance effect of the Self-Boring Pressuremeter test in drained conditions e.g. ... Thanet sand is simplified to a cavity contraction occurring before the test proper. -
Centrifuge modelling of submarine landslides flow
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Gue_CS.pdf9 Mar 2012: the centrifuge tests. The Depth Averaged Material Point Method (DAMPM) is used in. ... conditions given in the centrifuge tests. Both the results from the centrifuge tests and. -
Chian SC - Thesis Abstract _2_
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Chiansc.pdf20 Jan 2012: floatation. Centrifuge tests conducted at the Schofield Centre of the University of Cambridge have established the risk of buoyant circular underground structures in loose saturated sands to floatation. ... Keywords: underground structures, floatation, -
Contents.indd
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/214.pdf20 Mar 2012: Richardson and Whitman (1963), for example, used triaxial tests with variable strain-rates. ... Data rate corrected (5% per log cycle) to 'standard' day-long triaxial test. -
Abstract Heavily overconsolidated clays like London Clay present an…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/K_Ellison.pdf4 May 2012: The improved performance of the new models is demonstrated through materialpoint simulations of a variety of conventional and nonconventional laboratory tests.The importance of anisotropy for boundary value problems is then -
t11-052 1485..1503
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212.pdf20 Mar 2012: 2. Tests excluded from the database. Table 2. Analysis of test categories in the database. ... In K0-triaxial tests the test curves do not start at zero shearstress. -
Take, W. A. & Bolton, M. D. (2011). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf20 Mar 2012: 12(b). At test waypointD, the patch is considered to be at the origin of the plot ofrelative displacement. ... φ φ mob cs. Overestimated mobilisationof strength. Curved peak strengthenvelope. Overestimation of peak strengthenvelope using tests -
Energy Conservation as a Principle Underlying MobilizableStrength…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/210.pdf20 Mar 2012: Raw shear stress-straindata from soil tests on representative undisturbed samples couldthen be used directly to link stresses and strains under working con-ditions and thereby to deduce soil strains and ... Fig. 12 shows the degree of mobilization β of
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