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23 Jun 2008: This leads to the obvious conflict between existing tunnels and new piled foundations. ... Since interaction between tunnels and piles is complex, design assumptions for new piles close to existing tunnels are often conservative.

12 Jul 2007: thast are requiredduring the construction of ‘new build’, Therefore the design of such foundations can be done by using plasticity theory and optimum reinforcement can be provided. ... and Peck, R.B., Soil Mechanics in Engineering Practice, 2nd ed.,

26 Mar 2010: by Zachariades, et. Al, Marcel Dekker Inc., New York, pp. 327-335.

12 Aug 2004: Engineers can apply these new yield-line mechanisms in the assessment of bridge cantilevers. ... New techniques to postulate discontinuity-line patterns are proposed for improving the lower-bound flexural strength predictions and for analysing

10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Therefore, five new expressions based on concrete plasticity theory, have been developed for this form of failure.

11 Jul 2007: design of new US Federal buildings. GSA 2003 is more detailed than the UK Requirement A3. ... submitted for publication. [8] GSA 2003: Progressive Collapse Analysis and Design Guidelines for New Federal Office.

11 Jul 2007: Morley Symposium on Concrete Plasticity and its Application. University of Cambridge 23rd July, 2007. WHEN PLASTICITY? Chris MORLEY. Department of Engineering, University of Cambridge, UK Keywords: concrete, plasticity, cracking, flow, size effect,

27 Mar 2010: However, these materials are relatively new for this type of application, and there is little knowledge on the behaviour of such structures, particularly their long term properties. ... 42, No. 8, 2007. [8] R. Vaseghi, “A new method of termination for

8 Feb 2000: The results of this simula-tion provide considerable new insights into the structuralmechanics of bi-stable shells, as well as predicting thestress distribution, curvature variation, etc. ... At this point, the edge momentswere removed by running a new

3 Feb 2004: 22|The Structural Engineer – 6 January 2004. paper: burgoyne. Structural engineers are increasingly finding themselvesassessing existing structures rather than designing new ones.These need to be checked because loads have changed

31 Aug 2001: I will compare the costs of the new structure with the equivalent traditional structure.”. ... How might I best utilise the strengths of the new materials, and minimise theirweaknesses?”.

26 Mar 2010: Chris BURGOYNE 1 Hau-Yan LEUNG 2. 1 Department of Engineering, University of Cambridge, UK 2 School of Construction, Unitec, Auckland, New Zealand Keywords: aramid, compression, confinement, analysis 1 INTRODUCTION. ... J.,. 84, 266-273, 1987. [12]

30 Mar 2010: On the other hand, it is impossible to conduct tests for these durations before using new materials. ... This paper examines the long-term stress-rupture behaviour of aramids, using new test results on Kevlar 49 and Technora yarns.

17 Aug 2001: 8z Schwartz, F.W. (1990). Physical and chemical hydrogeology. New York:. John Wiley & Sons Inc.

30 Sep 2005: Wiley and Sons. New York. Randolph, M.F. and Wroth C.P. (1978) "An Analysis of the Deformation of Vertical.

27 Mar 2010: C. J. Burgoyne and H. Y. Leung SYNOPSIS: This paper describes an experimental study of a new form of prestressed concrete beam. ... C. J. Burgoyne and H. Y. Leung. SYNOPSIS:. This paper describes an experimental study of a new form of prestressed

20 Jul 2007: 5. Conclusions and further workA new tool for synthesis of two-way grid structures has been presented. ... Schlaich, J. New trade fair in Milan - Grid Topology and Structural behaviour of a free-formed.

3 Aug 2011: The whole test package is presented in FIG 1(a). A new two-axis servo actuator was designed to apply vertical loads to the model pile.

10 Dec 2005: It is claimed that they were. so cheap that new construction was unable to compete. ... application to a new storage and distribution facility for H.M. Stationery Office at.

17 Sep 2001: In his 1773 paper he reported new rock strength data. Terzaghi (1936), in “A fundamental fallacy in earth pressure computation”, rejected Rankine’s theory of limiting statics of granular media, (Sokolovski),