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30 Mar 2004: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length.

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

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

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

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.

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.

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

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.

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.

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

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

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

5 Jan 2004: 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

7 Jan 2004: The new element size hiis chosen. as the minimum of both values in Eq. ... After. remeshing, the accuracy of the new mesh was checked and the analysis resumed.

5 Jan 2004: These experiments were con-ducted with the new tensiometer described in the precedingsections. ... W. (1984). New procedure for saturatingsand specimens. ASCE J. Geotech. Engng, 110, No.

2 Feb 2004: D. Bolton, University of Cambridge; A. J. Valsangkar, University of New Brunswick, J. ... When the peak lateral displacement was reached and the displacements began to reduce again, the wave collapsed and a new wave appeared on the other side.

7 Jan 2004: where k is a function of / alone.Considering the new surface area as consisting of the area produced by each order of particle. ... The binary string for each new triangle produced is obtained by taking the string associatedwith the triangle being split

6 Jan 2004: The practical consequences of these new correlations are assessed, with regard to both laboratory and field testing procedures. ... implications of the new correlations to the procedures of laboratory and field testing.

6 Jan 2004: m, to a new equilibrium with the pipe axis 4.2 m abovethe surface.

7 Jun 2004: D. & Droof, E. R. (1994). Settlementprotection works for new St Clair River rail tunnel. ... 1982). Soil stabilization by grouting onBaltimore Subway. Proceedings of the conference on grouting ingeotechnical engineering, New York, pp.

5 Jan 2004: E. (1977). Mechanics of particulate media.New York: McGraw-Hill. Jaeger, J. C. ... 12, 2079 2102. Mandelbrot, B. B. (1982). The fractal geometry of nature.New York: Freeman.

7 Jan 2004: B. Soil Mechanics in EngineeringPractice. Wiley, New York, 1947. 8. Powers T. ... 1976, 9, No. 10, 1425 1443. 21. Double D. D. New developments in understanding the chemistryof cement.

21 Jun 2004: A new parameter, the slendernessratio of a pile, is introduced to classify pile performancein liquefiable soils. ... Commen-tary (Federal Emergency Management Agency, USA, 369) forseismic regulations for new buildings and other structures.

5 Jan 2004: New York: John Wiley & Sons. Thomas. J. (1998). Performance of piles and pile groups in clay.PhD thesis, University of Western Australia. ... New York: Van Nostrand Reinhold. DISTRIBUTION OF DRAGLOADS IN PILE FOUNDATIONS 335.

6 Jan 2004: Settlementprotection works for new St. Clair river rail tunnel.’’Can. Tunnelling,291–302. Drooff, E. ... News,172!, 27–32. Mair, R. J., and Hight, D. W.1994! ‘‘Compensation grouting.’’WorldTunnelling,November, 361–367.

6 Jan 2004: A new ease-of-progrratio G easy called ‘‘soft’’ by some ENPASOL users! ... 1999! ‘‘COSMUS; New methods for compensation grouting.’’Un-derground Works—Ambitions and Realities, Association Francaise deTravaux en SouterrainAFTES!

6 Jan 2004: F. (1979). An introduction to mechanical ribra- tions 2nd Edn, New York: Wiley. ... Stoker, J. J. (1950). Nonlinear vibrations. New York: Interscience Publishers. Timoshenko, S., Young, D.

7 Jun 2004: was ignored.New theoretical frameworks link ‘plastic yielding’ and ‘plas-tic hardening’ of sands with the successive breakage ofgrains (McDowell et al., 1996; McDowell & Bolton, 1998),and draw attention to the

5 Jan 2004: Thescatter of displacement measurements recorded during com-parison of a random image with itself is identical to thatwhich would be recorded had a new ‘displaced’ image beencreated by cropping one side ... 630 WHITE, TAKE AND BOLTON. CONCLUSIONSA

7 Jun 2004: New approaches, such as the discrete elementmethod (DEM), can offer new insights. ... NOTATIONA proportional constant for flow rule of the new model at.

7 Jan 2004: 21) is calculated for each element i, and a-prioriasymptotic convergence estimates are used to predict the new element size hnewi fromthe old size holdi. ... The new element size hi is finally chosen as the minimum of bothvalues in Eq.

6 Jan 2004: No further dilation will take place unless the change of geometry forces new rupture bands to develop.

6 Jan 2004: INTRODUCTION. Henri Vidal has achieved the distinction of conceiving, elaborating and popularizing a new technology in earth retention in only two decades. ... This Paper includes some data on deformations, but most new data will be concerned with the

7 Jan 2004: Ph.D. Thesis. University of She$eld, UK.Ladd, C.C., Foott, R., 1974. New design procedure for stability of soft clays. ... Construction and performance of. a full-scale geotextile reinforced test embankment, Sackville, New Brunswick.