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7 Jun 2004: To cope with this problem, the authorspropose a new initial saturation process where air removal iscompleted in two steps: oven-drying and evacuation in theabsence of water. ... The typical pressure range of the base device upon whichthe new tensiometer

6 Jan 2004: A new system of deformation measurement is presented which provides improved precision and reliabilitywhilst removing the need for intrusive target markers. ... This paper presents a new system based on digitalphotography and PIV image processing,

19 Apr 2004: jerky due to non-uniformities in the underlying tape-spring. Conclusions A new concept for neutrally stable tape-spring has.

28 Nov 2013: capable of servo control. This paper will address the commissioning of the new water. ... the nozzle pressure. 5. Installation resultsThe purpose of developing the new water supply was to.

2 Aug 2011: Theresults of our proposed statistical analysis will be then compared with the crushingsimulation results to confirm the validity of the new statistical model. ... 6. 3. Conclusions. This article presents a new approach to treating granular materials,

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,

28 Nov 2013: The specific identification of faecal pellets.J. Mar. Biol. Assoc. (New Ser.) 17, No. ... Proc. 13th Int. Conf. Soil Mech.Found. Engng, New Delhi 1, 365 – 368.

7 May 2002: In CSSM a new theory of plastic yielding of soil with plastic volume change is de-veloped. ... Those data were questionable and it would be sev-eral years before we could undertake new tests very much more slowly.

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”.

30 Aug 2003: Conf. of the Deep Foundations Institute, New York. 299-310 White D.J.

31 Mar 2004: Sergio Pellegrino†. University of Cambridge, Cambridge, CB2 1PZ, UK. We have recently proposed a new concept for deployable reflectors consisting of athin parabolic carbon-fibre-reinforced-plastic (CFRP) shell stiffened along

28 Nov 2013: piles in sand. Journal of Geotechnical Engineering, ASCE. 120(1): 225–243. Madabhushi SPG, Houghton NE and Haigh SK (2006) A new.

26 Feb 2002: Based on the work of Ridley (1993), a new device has been developed for the measurement of matric suctions in the centrifuge environment (Take and Bolton, 2002). ... ed.) Balkema, Rotterdam. Take, W.A. & Bolton, M.D. 2002. A new device for the

26 Mar 2001: Then, in the next step(frequency extraction step), the boundary conditions are changed to the actualones, described above, by using BOUNDARY, OP=NEW option. ... John Wily & Sons, New York, USA,1989. [4] Cornwell, P. J., and Bendiksen, O.

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

6 Oct 2001: 8th International Conference of the Deep Foundations Institute. New York [4] - Jamiolkowski M., Ladd C. ... J. & Chow, F. C. (1996) “New design methods for offshore piles.” Imperial College, London.

4 Mar 2002: Similar results were. achieved as in test SKH-15, with slightly noisy data being gained owing to a new data-acquisition.

14 Dec 2001: Jardine R. J. & Chow F. C. 1996. New design methods for off-shore piles. ... 13th International Conf. on Soil Mechanics and Foundation Engineering, New Delhi (5):61-82.

7 May 2007: B. Line Search. The previous section has shown how to compute the direction of a new iteration step, however the step lengthis still unknown. ... To determine a new, smaller interval that contains the minimum of the function it is necessary to computea

17 Aug 2001: 15. Dean, E.T.R., James, R.G., and Schofield, A.N., 1992d, “A new procedure forassessing fixity of spudcans on sand”, Report by Andrew N Schofield &Associates Limited to Noble

7 Oct 2002: and verified using dynamic centrifuge tests. A new parameter, the slenderness ratio of. ... DYNAMIC CENTRIFUGE MODELLING AND MODEL LAYOUT. Dynamic centrifuge modelling is regarded as an appropriate tool to test the new.

21 Aug 2008: the cases of horizontalloading and moment loading by the derivation of new strain. ... New York: John Wiley & Sons. Prandtl, L. (1921). Eindringungsfestigkeit und festigkeit von schnei-den.

2 Aug 2011: give velocities and displacements (andhence new contact forces by way of a contact constitutivelaw), using an explicit time-stepping scheme. ... K. & Soga, K. (2005). Fundamentals of soil behaviour,3rd edn. New York: John Wiley.

6 Oct 2001: The driving load of a press-. 8th International Conference of the Deep Foundations Institute, New York. ... Jardine R. J. & Chow F. C. (1996) New designmethods for offshore piles MTD Publication96/103, Marine Technology Directorate, London.

15 May 2003: Coyle H.M. & Castello R.R. 1981. New design correlations for piles in sand. ... New York. Yen T.L, Lin H, Chin C-T & Wang R-F.

6 Jan 2004: If the new surface area A produced at failure istaken to be proportional to d2, then Fac / A1ÿb=2.

14 Oct 2003: Bhattacharya et al. on “A reconsideration of the safety of piled bridge foundations in liquefiable soils” ________________________________________________________________________________. __________________________________________________________

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.

15 Feb 2005: 6. References Barkan, D.D. (1962) “Dynamics of bases and foundations,” McGraw Hill, New York.

29 Mar 2004: 4 (x > 0.06) (3). in which x is the extension of the spring, in metres,measured from the contracted state, and F, in New-tons, is the actuation force.

15 Aug 2001: same. Of course, aims are different thandeliverables. We have to learn how to apply new technologies to maximum effect before we canattempt to do the key research referred to above. ... Then a consistent trend develops in whicha fractal dimension D can

5 Jan 2004: REFERENCESDouble, D. D. (1983). New developments in under-. standing the chemistry of cement. ... The properties of fresh concrete.New York: Wiley. Taylor, H. F. W.

21 Mar 2001: A new concept for multipurpose deployable membrane re ector is being developedby the European Space Agency (ESA 1992; Rits 1996). ... This new concept is knownas the Collapsible Rib-Tensioned Surface (CRTS) re ector.

12 Jul 2002: Introduction. A new low-cost hinge for deployable appendages was recently proposed by Pel-legrino et al. ... transmitted by the hinge to the spacecraft. The new low-cost hinge has been proposed as the deployment mechanismfor a number of deployable

2 Aug 2011: In this study, new image analysis techniques have beenused to capture the mechanism relevant to peak resistance.

17 Nov 2000: applications, new technology is required to meet the DERA requirements. Hence, various novel. ... a). (b). (d). (c). Additionalmembers. Figure 4.2: New concept. 27. (a) (b).

6 Oct 2001: Wiley, J and Sons, New York. [13] MEYERHOF, G.G. (1976) Bearing capacity and settlement of pile foundations, Journal of the Geotechnical Engineering Division ASCE 102(3), pp.

2 Aug 2011: With this new definition, itcan be said that the bearing capacity of a shallow foundationshould be corrected for geometry effects, whereas for deepfoundations the correction for overburden alone is sufficient,provided ... New York: John Wiley. Vesic, A. S

7 Nov 2008: This extra dissipa-tion was associated with frictional sliding triggered bythe creation of new degrees of freedom among the break-ing fragments. ... F dissipated as the micro-cracks overcome frictionand slide, as the fragments burst away and slow

5 Jan 2004: C., Germaine, J. T. & Lancel-lotta, R. (1985). Theme lecture: new developments ineld and laboratory testing of soils.

6 Jan 2004: ABSTRACT: A new technique for non-contact measurement of soil deformation in physical models and element tests is presented. ... 1994. Using image processing in soil mechanics. Proceedings of the 12th International Conference on Soil Mechanics and

17 Feb 2004: where usually κxy = 22w/xy).The strain energy in this new configuration can be readily estimated if edge. ... Kluwer Aca-. demic Publishers, Dordrecht. Lubliner, J., 1990. Plasticity Theory, Macmillan Publishing Company, New.

2 Aug 2011: In view of this, a new mechanism for narrow excavations is proposed in Figure 3(b). ... The mecha-nism in the passive zone (zone EFHI) is replaced. The new mechanism meets the condition for undrained shearing, which means that the volumetric strain

14 Feb 2003: 3Wong, Y.W. and Pellegrino, S., “Amplitude of wrinklesin thin membrane”. New Approaches to Structural Mechanics,Shells and Biological Structures, (Edited by H.

12 Oct 2004: 2. Arulnathan, R., Boulanger, R.W., Kutter, B.L. & Sluis, W.K. (2000) “New Tool for. ... Madabhushi, S.P.G., Schofield, A.N. & Lesley, S. (1998) “A new stored an18.

5 Jan 2004: Gt áâãâÿ1c. The new solution shows that the application of a.

29 Nov 2013: Oldecop &Alonso (2007) applied the same crack propagation conceptto consider the delayed breakage of rock particles leadingto a required rearrangement of granular structure in orderto reach a new equilibrium configuration, with ... Kuhn, M. R. & Mitchell,

6 Jan 2004: Concerning maximum stiffness G,,, at extremely small strains, a new torsional shear apparatus has been developed at our laboratory (Tatsuoka, 1988; Pradhan, et al., 1988; Teachavo- rasinskun, 1989; Tatsuoka et al., ... The extra accuracy provided by the

1 Mar 2005: Thin-Shell Deployable Reflectors with. Collapsible Stiffeners:. Part I – Approach. Lin Tze Tan. University College London, London WC1E 6BT, England, United Kingdom. Sergio Pellegrino†. University of Cambridge, Cambridge CB2 1PZ, England, United

3 Aug 2011: A new approach for calculating strain for particulate media. International Journal.