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www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/226.pdf28 Nov 2013: The test data in the database was adjusted for rate effects, asboth static and dynamic tests were used to obtain the original data.Two adjustments were made: the first for a ... Any excess porepressures created in the reported tests were taken to be a -
500 Kuo, M. & Bolton, M. (2013). Géotechnique 63, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/223.pdf28 Nov 2013: The experimental work described above hasdemonstrated the abundance of individual pellets throughwet-sieving and their robustness through crushing tests. ... ASTM (2007). ASTM D422-63: Standard test method for particle-size analysis of soils. -
746 McMahon, B. T. et al. (2013). Géotechnique 63, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/224.pdf28 Nov 2013: Centrifuge tests of shallow circular foundations, loweredat 100g onto the surface of kaolin clay, have been performedin Cambridge (McMahon, 2012). ... G. (1995). Discussion on ‘The effects of pressuremetergeometry on the results of tests in clay’, by -
Water supply to a geotechnicalcentrifuge Paul Shepley MEngLecturer,…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/225.pdf28 Nov 2013: centrifuge test programme, and are presented in this paper. An. iterative procedure was followed, basing improvements on the. ... build-up of water throughout a centrifuge test. The Turner. beam centrifuge has a fixed mass counterweight, and therefore. -
McMahon, B. T. et al. (2013). Géotechnique 63, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/229.pdf29 Nov 2013: KEYWORDS: bearing capacity; clays; foundations; plasticity; settlement. INTRODUCTIONCentrifuge tests observing the behaviour of circular, shallowfoundations on kaolin clay were performed in Cambridge(McMahon, 2012).
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