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20 Mar 2012: Figure 7. New design charts based on liquid limit (wL). y = 0.99xR2 = 0.96. ... B. (2001). Development of a new family of normalized modulus reduction and material damping curves.

8 May 2002: An new solution for uplift resistance based on this observed mechanism is presented. ... G. & Handy R. L., (1982), Soil Engineering, Harper & Row, New York Trautmann C.

3 Aug 2011: A new servo actuator was used to apply force-controlled cyclic lateral loads to the mono-pile, as shown in Figure 2. ... Madabhushi, S.P.G., Houghton N.E., and Haigh S.K. 2006. A new automatic sand pourer for model preparation at Uni-versity of Cambridge.

11 Jul 2007: New ideas in graphics continue with the example of Magnell’s presentation of a solution space for the section design in prestressed concrete which has recently been recalibrated for the convenient ... of the original axis (p’) and a new curve is

11 Jul 2007: Generally, the primary concern will be whether the structure can safely carry the new ultimate loading. ... The past performance of the structure in service may well provide adequate reassurance about its future service performance under a new loading

4 Aug 2010: A new condition for signaling cover failure is also established,based on fracture mechanics and strain energies. ... A new rust. Fig. 18. Concrete strength and energy release rate build-up versus time.

9 Nov 2001: New. Civil Engineer, 7 Oct. 1993, 35. 11. NEWEW CIVILIVIL ENGINEERNGINEER. ... Theory of. Elastic Stability. McGraw-Hill, New York, 1961,. 2nd edn. 179.

25 Apr 2005: busing new materials, so extrapolation of short-term test databe carried out.

3 Aug 2011: Inter-science , New York. Vipulanandan C, Leung M (1995) Treating contaminated,cracked and permeable field clay with grouts. ... Geoenviron-ment 2000, New Orleans, pp 829–843. Viswanadham BVS, Mahesh KV (2002) Modelling deformationbehaviour of clay

3 Aug 2011: Iverson, R.M., Vallance, J.W.: New views of granularmass flows. Geology 29(2), 115–118 (2001).

9 Nov 2001: 43. Lest it be thought that long, thin beams. are either new or restricted to bridges, an older.

22 May 2003: However, time domain integration is far toocomputationally expensive to be carried out for all load cases.A new method of modelling the interaction between a cable andthe seabed in the frequency ... The new methodof seabed modelling will be described next

2 Aug 2011: New evidence for the origin and behaviour of deep ocean ‘crusts’. ... Access to new undisturbed box core samples pre-sented the opportunity to quantify the influence of sediment structure on shear strength and other me-chanical properties within the

28 Feb 2003: For example, with. steel reinforcement, the quality of the reinforcement –. concrete bond is a governing factor in shear failure.13,14. Crack-based models for shear are not new: a number. ... and KOBAYASHI Y. Failure. mechanism of new bond-type anchor

22 Mar 2010: Although the. method itself is not new, it is not believed that it has hitherto. ... new position B3C3 by an amount of log(at) (Fig. 1d):. P3 logðti rjÞþ logðatÞ; ðei þ mjÞ.

6 Feb 2001: c). Additionalmembers. Figure 2: New concept. New Concept. The proposed reflector structure is based on the tensiontruss concept. ... Correcting these problems. should not be difficult when a new model is made.

10 Nov 2001: New Concept. The proposed reflector structure is based on the tension truss concept. ... AstroMesh reflector. However, there are two key differences between the new concept and the AstroMesh.

20 Dec 2013: D. Bolton MSc, PhD, CEng, MICE. The authors have developed a new approach to the. ... 2. OSMAN A. S. and BOLTON M. D. A new design method for.

17 Aug 2001: Theoretical soil mechanics. Wiley, New York. Timoshenko, S.P. 1953. History of strength of materials. ... McGraw Hill, New York. 6 APPENDIX Heyman’s translations of passages quoted above.

2 Oct 2001: to a new failure surface (Figure 5).