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27 Jan 2009: He read engineering at Clare College, and wasinspired by the lectures on soil mechanics given by PeterWroth. ... On graduating in 1971 he was determined to workfor a company with geotechnical engineering prominent inits portfolio.

3 May 2010: Of course, ground movements can lead to water release, as well as the other way round. ... A larger uncertainty would have had to be accepted if γu had been estimated from plasticity index using Figure 2, of course.

15 Aug 2001: And notwithstanding the newness of thetechnology used in construction, there is no possibility of making a few prototype structuresprior to the production run; Civil Engineering has generally got to work first ... Brittleness is not an issue only for

28 Nov 2013: Investigation of the stiffness-strain response of soils is required inmany applications within geotechnical engineering. ... typical foundation-engineering scenario and the second for a typical dynamic-loading(earthquake-engineering) scenario.

28 Nov 2013: It is. debatable, of course, whether a field profile in typical soft clay. ... GR/T18660/01) awarded by the UK Engineering and Physical. Sciences Research Council.

5 Jan 2004: And notwithstanding the newness of thetechnology used in construction, there is no possibility of making a few prototype structuresprior to the production run; Civil Engineering has generally got to work first ... Brittleness is not an issue only for

6 Aug 2008: The Fluid Mechanics part of the Thermofluids course would also appear in any Civil Engineering course. ... and the I.Struct.E., in exactly the same way as if you had taken a specialized Civil Engineering course.

10 Jan 2017: Discrete element modelling of a post-tensioned masonry arch, 15th Int Conf on Civil, Structural and Environmental Engineering Computing, Prague, Czechoslovakia. ... DeJong MJ, Giardina G, Plunkett W, Ochsendorf JA (2015). Seismic design of a stone vault,

19 Sep 2001: Division D's broad remit is CIVIL ENGINEERING; but in view of the non-watertight and somewhat arbitrary boundaries between inter-related academic subject areas, there are examples of non-civil ... For example, Deployable Structures, which have an

5 Oct 2010: eng.cam.ac.uk. Office: 233. Born in Scotland and educated on Tees-side, Chris Morley was an undergraduate in Cambridge from 1959-62, when the engineering course here was called ... He is a Fellow of the Institution of Civil Engineers. Since October 1968

1 Feb 2007: He is a Fellow of the Royal Society, the Institution of Civil Engineers, and the Royal Academy of Engineering. ... Teaching. At present he is teaching part of a novel second-year course on Bio-engineering.

30 Nov 2007: 0. Dr Chris Morley - Teaching. Over the years, Chris has been involved in teaching a wide range of aspects of civil and structural engineering, from basic structural mechanics, through surveying, to ... In recent times, he has concentrated mainly on

22 Dec 2011: Structural health monitoring. The Bridge Research Group has been part of a of large multi-disciplinary research project looking at wired and wireless monitoring of civil infrastructure, including tunnels, water pipelines, ... Cambridge University,

21 Aug 2008: Int. J. Numerical Methods in Engineering, 6, 475-487 (1973). 32. C.R. ... 130. S.D. Guest, and C.R. Calladine "Matrices in the teaching of statically indeterminate structures" Civil and Structural Engineering Education in the 21st Century, Proceedings of

6 Jan 2000: Musschenbroek (1729); see Heyman, (1997), Imperial College Press. Rankine (1874), A Manual of Civil Engineering; 10th edition; London. ... Roscoe, Schofield, and Wroth (1958); see Schofield and Wroth, (1968). Schofield, (1998); Ground Engineering, August

22 Mar 2010: 30 PRoCeeDinGS oF THe inSTiTUTion oF CiViL enGineeRS – CiViL ENGINEERING, 2008, 161, no. ... 34 PRoCeeDinGS oF THe inSTiTUTion oF CiViL enGineeRS – CiViL ENGINEERING, 2008, 161, no.

20 Mar 2000: Advanced Composites in Civil Engineering in EuropeChris J. Burgoyne, DrUniversity of Cambridge, Cambridge, UK. ... 54] KELLER, T.; KÜNZLE, O.; WYSS, U.Finding the Right Bond. Civil Engineering,March 1999, pp.

16 Nov 2006: ii. School of Engineering, Durham University, UK.y Department of Engineering, University of Cambridge, UK. ... 1993). The prediction of surface settlement profilesdue to tunnelling. In Predictive soil mechanics (eds G.

11 Jul 2007: 147. PLASTIC DISPROPORTIONATE COLLAPSE AT LOST CORNER COLUMNS. Colin GURLEY. TAFE Civil Engineering, Sydney Institute, Ultimo, 2007, NSW, Australia Keywords: Progressive collapse, disproportionate collapse, earthquake, robust building, Ronan Point,

7 May 2002: Several books and hundreds of papers have been written on variousaspects of tunnelling. ... It also facilitates excavation of one half of the core making itpossible the simulation of NATM tunnelling (described in section 4).

9 Nov 2001: problems of the civil engineering industry, and to see how their. ... Developments in. Civil Engineering, 42, Elsevier Science Publishers, 1993,. pp. 267–290.

31 Aug 2001: 13. Composite manufacturers need to become aware of the real problems of the civil engineering industry, and to seehow their manufacturing techniques can be adopted to suit. ... The elements required for bridges are made in small batches, and are thus

22 May 2003: Joint 3rd prize: Petter Wong,Manchester Centre for Civil &Construction Engineering(Manchester University and UMIST) This presentation was on ‘Thermalmechanics and structural performanceof glass fibre reinforced polymer (GRP)composite structures at

17 Aug 2001: CUED/D-SOILS/TR296 1 9 9 5. ’ Visitor, University of Cambridge, Civil Engineering, Trumpington St.,Cambridge, U.K.‘Lecturer, University of Sheffield, Civil Engineering, Mappin St., Sheffield, U.K3 Professor, ... Civil Engineering, Trumpington

17 Aug 2001: Proceedings of the lstFoundation Engineering,. International Conference on Soil Mechanics andJune 22 to 26, 1936. ... Volume 1 E-5 page 70 Graduate School of Engineering Harvard University,Cambridge, Mass.

11 Jul 2007: Of course, the addition of this tensile mid-plane strain will reduce the compression developed in the concrete. ... Skew Reinforcement of Concrete Slabs Against Bending and Torsional. Moments”, Proceedings of the Institution of Civil Engineers, Vol.

27 Mar 2010: Tests on beams prestressed with unbonded polyaramid tendons. Cambridge University Engineering Department Technical Report, 1991, CUED/D-Struct/TR.132. ... Civil Engrs, Structures and Buildings, 146, 253-262, August 2001. 5. MIKAMI H., KATOH M., TAKEUCHI H

25 Jan 2006: S. Osman, H.C. Yeow and M.D. Bolton Department of Engineering, Cambridge University, UK, Arup Geotechnics, UK,. ... Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, GT137, No 2, 75-86.

10 Jan 2004: Department of Mechanical Engineering, Solid Mechanics. Nils Koppels Allé, Building 404, Technical University of Denmark. ... DK-2800 Lyngby, Denmark. Frank V. Jensen and Sergio Pellegrino†. Department of Engineering, University of Cambridge.

17 May 2005: Design & Manufacture of Stiffened Spring-BackReflector Demonstrator. Lin Tze Tan. Department of Civil & Environmental Engineering,University College London,. ... The extremecase is of course a shell with F/D or rather a flatplate.

7 May 2002: when he says his Essai on civil engineering is of "practical use", but is his "weakest work". ... 5.5 and his references).Heyman J. 1972. Coulomb's Memoir on Statics; an essay in the history of civil engineering.

3 Aug 2011: C. Y. Lo (B) M. D. BoltonDepartment of Engineering, University of Cambridge,Trumpington Street, Cambridge, CB2 1PZ, United Kingdome-mail: cyl33@cam.ac.uk. ... Y. P. ChengDepartment of Civil, Environmental and Geomatic Engineering,University College London

6 Jan 2004: Groutjection tests were performed in the laboratory to examine. GEOENVIRONMENTAL ENGINEERING ASCE / MARCH 2003 / 255. ... Settlementprotection works for new St. Clair river rail tunnel.’’Can. Tunnelling,291–302. Drooff, E.

7 Jun 2004: Sharp), ASCEGeotechnical Special Publication No. 104, pp. 1 – 15. Reston,VA: American Society of Civil Engineers. ... 30, Vol. 1, pp. 229 – 239. Reston,VA: American Society of Civil Engineers.

28 Nov 2013: data sets taken over the course of centrifuge modelling. 4.1 Energy loss. ... International Journal of Physical Modelling in Geotechnics. relies entirely on contributions sent in by civil engineering.

17 Aug 2001: InternalReport, Cambridge University Engineering Department. Cole, E.R.L. (1967). Soils in simple shear apparatus. ... 1963). The determination of strains insoil by an X-ray method. Civil Engineering and Public Works Review, Vol.

22 Jun 2003: both of which were commissioned by the Bridges Engineering Division of the. ... the United States Departments of Transportation (DOT) were contacted individually. during the course of this project, requesting relevant data on the design and.

2 Apr 2007: It is shown. Research Associate, Department of Engineering, Trumpington Street, Member AIAA.†Professor of Structural Engineering, Department of Engineering, Trumpington Street, Associate Fellow AIAA. ... 128, 2006, pp. 1080–1091. 9Ponterosso, P. and

14 Oct 2003: Hamada (2000). in the 12th World Congress on Earthquake Engineering concludes that permanent displacement of. ... engineering, as it is often used to distinguish between “long” and “short” columns.

25 Jan 2006: εq=0.00125. The engineering shear strain εsmob, which has to be mobilised, is equal to 1.5 triaxial shear strain εq thus:. ... Rowe, P.W., (1955) “Sheet pile walls encastre at the anchorage”, Institution of Civil Engineers, Proceedings, part 1,

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

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.

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

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

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.

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.).