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7 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.

17 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

20 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

30 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

28 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

6 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.

30 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.).

8 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.

2 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

18 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.

7 Jun 2004: INTRODUCTIONIn science and engineering, the concept of yielding is usedto divide elastic and plastic behaviours. ... ii. Department of Engineering, Cambridge University, UK.† Department of Civil Engineering, Yamaguchi University, Japan.

15 Oct 2003: D. Bolton2, N. A. Fleck2. October 2003. 1: GeM, Civil Engineering and Mechanics Research Institute1 rue de la Noë,. ... Mc. Graw-Hill International Series in Civil Engineering, London, 1993. [13] D.

6 Jan 2004: For further details see inside back cover. University Engineering Department, Cambridge.