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24 Jul 2006: The primary requirement is for a high intellectual capability and the ability to comprehend new concepts quickly as well as work with other specialist disciplines to produce a working prototype of ... engineers from some of the major bridge owning

26 Jan 2006: Data obtained showed that the earth pressure dropped to below active values (when horizontal stress was compared to the nominal vertical stress at a given depth), represented by a new coefficient ... New theoretical approaches involving analogies with

25 Aug 2006: The energy required to create the associated new surfaces depends on interface fracture energy which is first reviewed and methods to determine is also discussed. ... The energy needed to form new surfaces can be calculated when the interface fracture

2 Feb 2006: to continue moving along several different paths. 3 Case study. We have analysed the deployment behaviour of several 6-rod linkages, and new insights into the kinematicbehaviour of such structures have

26 Jan 2006: The fieldwork took place during construction of the new Channel Tunnel Rail Link (CTRL) in the UK, in Contract 250 in Dagenham, Essex.

17 Feb 2006: The new concept is based on forming a collapsible hollow solid, defined by four cylindricalsurfaces. ... 4] Levy, R., Structural Engineering of Microwave Antennas, The Institute of Electrical andElectronics Engineers, New York, 1996.

23 Feb 2006: In low permeability soils, a change in stress state induces excess pore pressures that, in the long-term, dissipate into a new equilibrium regime leading to further ground displacement and complex

2 Feb 2006: 134, Feb, 1999, pp 45-56. [11] You, Z., A New approach to Design of Retractable Roofs, IUTAM-IASS Symposium on Deployable Structures: Theory and Applications, Ed. ... 12] Rodriguez, C., and Chilton, J.C., Swivel Diaphragm -- A New Alternative for

25 Jan 2006: The actual condition of the existing building or services which are partly located in the zone of influence of a new excavation will also be open to doubt. ... Osman, A.S. and Bolton, M.D. (2004). “A New Design method for retaining walls in clay”,

20 Mar 2006: NASA-CR-2347, 1973. 3 Bennett, G.T. A new mechanism. Engineering, 1903, 76, 777-778. ... third edition, Oxford University Press, New York, 2003. 10 Denavit, J.

25 Jan 2006: The Mobilisable Strength Design (MSD) method is a new design approach conceived with the framework of plasticity theory. ... Osman, A.S. and Bolton, M.D. (2004a). “A New Design method for retaining walls in clay”, accepted for publication in Canadian

2 Feb 2006: Hence, starting from the observation that many features of interestcan be captured by a model that considers only uniform, inextensionally deformedconfigurations of the shell, a new model is presented that expresses ... Section 4 presents this new model,

25 Jan 2006: A new class of compatibility factor Mc has been introduced to scale proportional ground displacements into soil shear strains. ... Engrg. Congr., ASCE, New York, N.Y., Vol.1, 869-884. Hight, D.W., Bond, A.J., and Legge, J.D.

23 Feb 2006: Mansfield 1968] Mansfield, E. H., 1968. Tension field theory a new approach which shows itsduality with inextensional theory. ... W. and Pellegrino, S., 2002. Amplitude of wrinkles in thinmembrane. New Approaches to Structural Mechanics, Shells and

16 Nov 2006: J. M A I R y. A new analytical method is introduced for calculatingdisplacements due to tunnelling. ... Displacements aredifferentiated to obtain strains, and the new value of maxi-mum shear strain is calculated at every point within thedeformation

11 May 2006: Generally, because for nCA118-10-290 and nCR118-10-290 designs there is a new kind ofcritical mode for small numbers of n and very large differential pressures p.

25 Jan 2006: A new approach to the estimation of undrained settlement of shallow foundations on soft clay Ashraf S. ... Design (MSD) method is a new design approach based on the theory of plasticity and the concept of “mobilisable soil strength”.

16 Nov 2006: Figure 3 shows a new plastic deformation mechanism fora tunnel in undrained clay proposed in this paper.

23 Feb 2006: The mecha-nism through which new wrinkles are created, or wrinkles disappear, is explained. ... Geometrical Imperfections. IMPERFECTION. Definition of new. boundary conditions. Post-Wrinkling Analysis. STEP, NLGEOM.

12 Jan 2006: 1039-1057. Jardine, R.J. & Chow, F.C. 1996. New Design methods for offshore piles.

23 Feb 2006: Journal of. Mechanics ofMaterials and Structures. WRINKLED MEMBRANESPART II: ANALYTICAL MODELS. Y. Wesley Wong and Sergio Pellegrino. Volume 1, Nº 1 January 2006. mathematical sciences publishers. JOURNAL OF MECHANICS OF MATERIALS AND

18 Jan 2006: 469 7th Ave., New York, NY 10018. E-mail: Ssadek@mta-esa.o2Associate Professor, Polytechnic Univ., 6 Metrotech Center, Broo. ... NY 11201. E-mail: Iskander@poly.edu3Tunnel Engineer, STV Inc., 469 7th Ave., New York, NY 10018.

18 Jan 2006: 4 CONCLUSIONS. The deformation mechanisms during uplift of a pipe buried in sand have been observed in a plane strain calibration chamber, and quantified using a new image analysis technique.

15 Aug 2006: on Earthquake Engi-neering, Christchurch, New Zealand. Damgaard, J. S., and Palmer, A. ... Sarpkaya, T., and Isaacson, M. 1981. Mechanics of wave forces onoffshore structures, Van Nostrand Reinhold, New York.

12 Oct 2006: Terzaghi, K. 1943. Theoretical soil mechanics, Wiley, New York.Whitman, R. V., Johnson, E. ... Engrg. Congress, Geotech. Spec. Publ. No. 27,. ASCE, New York, 1, 173–184.

12 Oct 2006: 8th Int. Conf. of the Deep FoundationsInstitute, New York, 299 – 310.

18 Jan 2006: 2) Reducing the soil strength parameters by a factor Fs —This method was adopted later on by the new BritishStandard BS 8002 (British Standards Institution 1994). ... The new approach of allowing for an offset ininitial deviatoric stress due to K0

15 Aug 2006: Volume strain is no longer an interesting outputvariable of such tests, whereas the development of pore pressureis a new interesting output variable.