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D:\Papers\Bistable prestressed shells\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf17 Feb 2004: where usually κxy = 22w/xy).The strain energy in this new configuration can be readily estimated if edge. ... Kluwer Aca-. demic Publishers, Dordrecht. Lubliner, J., 1990. Plasticity Theory, Macmillan Publishing Company, New. -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 Oct 2004: 2. Arulnathan, R., Boulanger, R.W., Kutter, B.L. & Sluis, W.K. (2000) “New Tool for. ... Madabhushi, S.P.G., Schofield, A.N. & Lesley, S. (1998) “A new stored an18. -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf5 Jan 2004: same. Of course, aims are different thandeliverables. We have to learn how to apply new technologies to maximum effect before we canattempt to do the key research referred to above. ... Then a consistent trend develops in whicha fractal dimension D can -
PII: S0168-874X(99)00052-9
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf7 Jan 2004: The new element size hiis chosen. as the minimum of both values in Eq. ... After. remeshing, the accuracy of the new mesh was checked and the analysis resumed. -
Take, W. A. & Bolton, M. D. (2003). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf5 Jan 2004: These experiments were con-ducted with the new tensiometer described in the precedingsections. ... W. (1984). New procedure for saturatingsand specimens. ASCE J. Geotech. Engng, 110, No. -
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/68_IJNAM_No21_Issue12_825_843.pdf7 Jan 2004: where k is a function of / alone.Considering the new surface area as consisting of the area produced by each order of particle. ... The binary string for each new triangle produced is obtained by taking the string associatedwith the triangle being split -
Palmer, A. C. et al. (2003). Géotechnique 53, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/135_Geotechnique_No53_Issue10_877_883.pdf6 Jan 2004: m, to a new equilibrium with the pipe axis 4.2 m abovethe surface. -
BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf6 Jan 2004: The practical consequences of these new correlations are assessed, with regard to both laboratory and field testing procedures. ... implications of the new correlations to the procedures of laboratory and field testing. -
OTC 16845 Centrifuge Model Tests on Anchor Piles for ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf2 Feb 2004: D. Bolton, University of Cambridge; A. J. Valsangkar, University of New Brunswick, J. ... When the peak lateral displacement was reached and the displacements began to reduce again, the wave collapsed and a new wave appeared on the other side. -
Soga, K., Au, S. K. A., Jafari, M. R. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf7 Jun 2004: D. & Droof, E. R. (1994). Settlementprotection works for new St Clair River rail tunnel. ... 1982). Soil stabilization by grouting onBaltimore Subway. Proceedings of the conference on grouting ingeotechnical engineering, New York, pp.
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