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Design of Geostructural Systems
https://www-geo.eng.cam.ac.uk/system/files/documents/246-vardanega-bolton-jrisk-uncertainty-2016.pdfThe field of civil engineering as a whole is characterized by thegreat uncertainties of the one-off construction of expensive and ex-tensive infrastructure schemes that depend on unreliable materials,weather, ... 1Lecturer in Civil Engineering, Dept. of Results that match 3 of 4 words
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7 February 2006
https://www-geo.eng.cam.ac.uk/system/files/documents/rjm-publications-jul-16.pdfProceedings of the. Institution of Civil Engineers, Geotechnical Engineering 159, July 2006, Issue. ... Unwin Memorial Lecture 1992,. Proceedings of Institution of Civil Engineers, Civil Engineering, 93, Feb, 27-. -
Confidential – do not distribute
https://www-geo.eng.cam.ac.uk/system/files/documents/235-bolton-lam-vardanega-ng.pdfFrontiers of Structural & Civil Engineering Page 1. Frontiers of Structural and Civil Engineering. ... Frontiers of Structural & Civil Engineering Page 2. NOTATION. Roman. B = width of excavation. -
Stiffness of Clays and Silts: Modeling Considerations
https://www-geo.eng.cam.ac.uk/system/files/documents/239-vardanega-bolton-jgge-2014.pdfNevertheless, Gtan is. 1Lecturer in Civil Engineering, Dept. of Civil Engineering, Univ. ... ved. Research Rep. No. ENG-99-203, Civil and Environmental EngineeringDept., Univ. of California, Los Angeles. -
Bearing capacity and settlement of circular shallow foundations using …
https://www-geo.eng.cam.ac.uk/system/files/documents/236-mcmahon-haigh-bolton-cgj-2014.pdfProceedings of the Institution of Civil Engineers,Civil Engineering, 97(1): 27–41. McMahon, B.T., Haigh, S.K., and Bolton, M.D. ... In Proceedings of the 15th European Conference on SoilMechanics and Geotechnical Engineering, Athens pp. -
Centrifuge experiments on the settlement of circular foundations on…
https://www-geo.eng.cam.ac.uk/system/files/documents/233-mcmahon-bolton-cgj-51.pdfUltimately, of course, the clay drains by transient flow. As it willthen be further from failure it is not surprising that that the rateof creep is seen to reduce. ... It would, of course, be wrong to infer from thisthat the soil response was almost -
Use of null gauges to monitor soilstresses during excavation ...
https://www-geo.eng.cam.ac.uk/system/files/documents/234-li-talesnick-bolton-ijpmg-2014.pdf1 Yuchen Li BEng, PhDGeomechanics Engineer, Schlumberger, Beijing, China. &2 Mark Talesnick BSc, MSc, DScAssociate Professor, Department of Civil and Environmental Engineering,Technion-Israel Institute of Technology, Haifa, Israel. ... 52. the Beijing -
rspa.royalsocietypublishing.org ResearchCite this article: Hird R,…
https://www-geo.eng.cam.ac.uk/system/files/documents/245-hird-bolton-procroysoca-2016.pdfProc.R.Soc.A 472: 20150710.http://dx.doi.org/10.1098/rspa.2015.0710. Received: 16 October 2015Accepted: 11 January 2016. Subject Areas:civil engineering, engineering geology,materials science. ... Of course, the capillary fringe of theparent soil is also
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