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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

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.

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.

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,