Search
Search Funnelback University
- Refined by:
- Date: Uncertain
1 -
4 of
4
search results for b&b |u:www-geo.eng.cam.ac.uk
Fully-matching results
-
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.pdfReceived 22 July 2013. Accepted 3 April 2014. B.T. McMahon, S.K. ... Fig. 7. Comparison of the mechanisms for the nonlinear soil model with: (a) b = 0.45; (b) b = 0.6; (c) b = 0.75. -
rspa.royalsocietypublishing.org ResearchCite this article: Hird R,…
https://www-geo.eng.cam.ac.uk/system/files/documents/245-hird-bolton-procroysoca-2016.pdf4. rspa.royalsocietypublishing.orgProc.R.Soc.A472:20150710. B. A. (a) (b) (c). Figure2. Dendriticmigrationofsalt intodryglassballotini (600–425 µm).(a)Showingdendriteabovethecapillaryfringe(A)with raised surface capped by salt (B), (b) -
Design of Geostructural Systems
https://www-geo.eng.cam.ac.uk/system/files/documents/246-vardanega-bolton-jrisk-uncertainty-2016.pdf2003a, b), taking into account the high valuesof the coefficient of variation (COV) that are observed for manygeotechnical parameters. ... 2003a, b; Foye et al. 2006a, b), capacity of deep foun-dations (Zhang et al. -
m UNIVERSITY of^[\ ^ CAMBRIDGE CENTRIFUGE MODELLING IN CLAYMARINE ...
https://www-geo.eng.cam.ac.uk/system/files/documents/tr-260-centrifuge-modelling-in-clay-marine.pdfCu data In centrtfuge. Vane shear tests. Data pointsa. a=0.22, b=0.706. ... a) in kaolin (Tovey, 1970). 2p,m. (b) in KRF (Mozuraids and Springman, 1993).
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.