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Analysis of Continuous Prestressed Concrete Beams Chris Burgoyne…
www-civ.eng.cam.ac.uk/cjb/papers/cp71.pdf26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span. -
with a viewfor use ast are beingns. A widethat ...
www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf25 Apr 2005: Uncertainty in the extrapolation method can thusa very real economic cost and can mean that a less suitablterial is used simply because there is more certainty aboproperties. -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: shear strength. • To avoid steel congestion and make an economic use of transverse reinforcement, spirals. -
Supporting_excavations_in_clay_-_from_analysis_to_decision-making
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf2 Aug 2011: It is important to draw the right lessons from this. The excellent work at MIT over many years, on soil element testing, soil constitutive models, and Finite Element Analysis, have provided -
Bolton_DFI_2010_keynote_lecture_preprint
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf3 May 2010: Keynote lecture presented at Geotechnical Challenges in Urban Regeneration, the 11th International Conference of the DFI-EFFC, London, 26-28 May 2010. PREDICTING AND CONTROLLING GROUND MOVEMENTS. AROUND DEEP EXCAVATIONS. Malcolm D. Bolton, Sze Yue -
Osaka2004r
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/143_IS_OSAKA_June_2004_93_98.pdf25 Jan 2006: Balkema, Rotterdam, Vol. 1, pp. 421-424. Institution of Civil Engineers (1992), Bothkennar soft clay test site : Characterization and lessons learned, Geotechnique, Vol. -
1 Author’s contact details: R. J. Lock, Graduate Engineer, ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf22 Jun 2003: 1. Author’s contact details: R. J. Lock, Graduate Engineer, Arup, 13 Fitzroy Street,. London W1T 4BQ, UK (e-mail: beccy.lock@arup.com). Academic Supervisor: Professor Malcolm Bolton, Schofield Centre, High Cross, Madingley Road, Cambridge, CB3 0EL, -
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: Although such an allowancewould be easy to incorporate, the real lesson of this example isthat MSD would assist an engineer in assuring that such largedeformations do not occur. -
Yetginer, A. G., White, D. J. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf12 Oct 2006: These results, if confirmed for a wider range of pile sizesand ground conditions, suggest that there may be potentialfor the high stiffness of jacked piles to be exploited formore economic foundation -
Osman, A. S. & Bolton, M. D. (2005). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/154_Geotechnique_No55_Is6_435_447.pdf8 Dec 2005: 107 – 112. Institution of Civil Engineers (1992). Bothkennar soft clay test site:characterization and lessons learned.
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