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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 -
University of Cambridge
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf25 Jul 2012: The new model embeds the non-linear elasticity and strain hardening and softening properties into the ordinary Mohr Coulomb model. -
Contents.indd
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/214.pdf20 Mar 2012: Figure 7. New design charts based on liquid limit (wL). y = 0.99xR2 = 0.96. ... B. (2001). Development of a new family of normalized modulus reduction and material damping curves. -
Energy Conservation as a Principle Underlying MobilizableStrength…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/210.pdf20 Mar 2012: excavation. In view of this, a new mechanism for narrow excava-tions is proposed in Fig. ... In general, the normalized horizontal displacementof walls from the new database decreases with increasing FOS asexpected. -
Take, W. A. & Bolton, M. D. (2011). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf20 Mar 2012: The resulting seasonal pore pressures anddeformations have been observed using the new technologiesof PIV and buried miniature high-capacity tensiometers.Widespread dilation and softening was observed to accom-pany seasonal downslope -
t11-052 1485..1503
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212.pdf20 Mar 2012: nly. with various OCRs marked as R1, R1.4, etc. It is possible todefine a new parameter t0, which is the initial shear stressafter one-dimensional swelling.
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