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2D NAPL experiments using the CU y-radiation system H. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf7 May 2002: Master thesis. Department of Civil,Environmental and Architectural Engineering, University of Colorado. ... Pill thesis, Department of Civil, Environmental andArchitectural Engineering, University of Colorado. -
Modelling of EmbankmentConstruction on Soft Clay in the Mk ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf17 Aug 2001: a PhD Research Student, Geotechnical Group, Department of Engineering, University of Cambridgeb MEng Student, Department of Engineering, University of Cambridge’ Professor, Geotechnical Group, Department of Engineering, University of Cambridged -
Take, W. A. & Bolton, M. D. (2011). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf20 Mar 2012: ii. Department of Civil Engineering, Queen’s University, Kingston,Ontario, Canada.† Director of the Schofield Centre, Cambridge University Engineer-ing Department, Cambridge, UK. ... 1). In the first stage, the slope has yet to experiencefirst-time -
54 Oztoprak, S. & Bolton, M. D. (2013). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/221.pdf28 Nov 2013: ii. Department of Civil Engineering, Istanbul University, Turkey;former visiting researcher at the University of Cambridge, UK.† Schofield Centre, Department of Engineering, University of Cam-bridge, UK. ... Once recognised, of course, this con-stant -
Thusyanthan, N. I. et al. (2007). Géotechnique 57, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/182.pdf30 Jul 2007: ii. Schofield Centre, Department of Engineering, University ofCambridge, UK.† Department of Civil Engineering, Queen’s University, Kingston,Ontario, Canada. ... Thisideal situation will not apply exactly, of course, if sufficienttime elapses for -
rther usey groundtigated toent, andmeasuredted. Thed of…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/118_ASCE_JG&GE_vol128_issue4_283_291.pdf6 Jan 2004: of Civil Engineering, National TaipUniv. of Technology, Taiwan; formerly, Research Associate, EngineeDept., Univ. ... Div., Am. Soc. Civ. Eng.,10311!, 1227–1246. ICAL AND GEOENVIRONMENTAL ENGINEERING / APRIL 2002 / 291. -
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: The. engineering shear strain s is equal to 1.5 times the axialstrain a. ... Engineering judgement is therefore needed toestimate stress – strain behaviour at the required characteristicdepth. -
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: Centrifuge Experimental Setup Centrifuge modelling techniques are widely used for offshore and other civil engineering applications to provide information for design (Schofield, 1980; Craig, 1983; Craig et al, 1984, 1988; Springman, ... As a result of -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: able body in geotechnical engineering requires satisfactionof three components: equilibrium, compatibility, and mate-rial behaviour. ... Journal of Geotechnical and Geo-environmental Engineering, ASCE, 127(3): 203–224. Masing, G. -
Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: Deployable structures have many potential applications both on Earth and in space.In civil engineering, temporary or emergency structures have been used for a longtime. ... Figure 2.6: FAST mast for the ISS (Courtesy of AEC-Able Engineering Company,Inc.).
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