Search

14 Feb 2003: WA, 2001, AIAA-2001-1263.5 Mansfield, E.H., “Tension field theory, a new ap-proach which shows its duality with inextensionaltheory”, XII Int. ... and Pellegrino, S., “Amplitude of wrin-kles in thin membranes”, New Approaches to Struc-tural

28 Nov 2013: than a ULS concern. If these factors are combined to derive a new global safety factor,. ... Piling Engineering, 3rd edn. Wiley, New York, NY, USA. 245. Geotechnical EngineeringVolume 165 Issue GE4.

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.

17 Aug 2001: The penetrometer sink wasmeasured several times within the first % hour after the application of each new loadingincrement and approximately hourly for the next several hours; drained equilibrium wasassumed to have been

2 Aug 2011: The crushed region did not grow by expanding its radius,i.e. by adding new crushed particles around its whole perimeter. ... Ateach stage, rather, only a section of the boundary of the compactionband could be considered active, with new crushing events

20 Mar 2012: excavation. In view of this, a new mechanism for narrow excava-tions is proposed in Fig. ... In general, the normalized horizontal displacementof walls from the new database decreases with increasing FOS asexpected.

20 Mar 2012: The resulting seasonal pore pressures anddeformations have been observed using the new technologiesof PIV and buried miniature high-capacity tensiometers.Widespread dilation and softening was observed to accom-pany seasonal downslope

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.

3 May 2010: A new approach, Mobilizable Strength Design (MSD), has been developed to bridge this gap. ... Finally, a new set of dimensionless groups is defined to characterise deep excavations in clay without the need for any analysis at all.

28 Nov 2013: New compression in-dexes l (plastic) and k (elastic) were used (see Fig. ... 10(b)shows new design charts for dynamic situations, based on the use ofthe plasticity index in Eq.

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.

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

28 Nov 2013: Cyclic axial behaviour of piles and pile groups insand. Zheming Li, Malcolm D. Bolton, and Stuart K. Haigh. Abstract: Piled foundations are often subjected to cyclic axial loads. This is particularly true for the piles of offshore struc-tures, which

2 Jul 2007: The notes below, along with the overheads P16-19, should serve as a reminder if the concepts are fairly new.

25 Sep 2000: 2.2 New concept for deployable solar array (from Miura and Pelle-grino [28]). ... A new class of these structures isthe In atable Antenna Experiment (IAE) (launched in 1996 by NASA) shown inFigure 2.3.

28 Nov 2013: new database has been constructed incorporating shear mod-ulus degradation curves from the literature. ... fromall the tests, on those soils in the new database that aresufficiently well classified to enable the comparison.

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

21 Mar 2001: Abstract. A new concept for multi-purpose deployable membrane re ectors is being devel-oped by the European Space Agency; it is known as the Collapsible Rib-TensionedSurface (CRTS) re ector. ... 83. Chapter 1. Introduction. 1.1 CRTS Re ectors. A new

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.

30 Jul 2007: Most significantly, evidence is presentedof a new understanding of cracking in clays.

7 May 2002: Geoenvironment 2000 vol. 1,Proceeding of Speciality Conference, New Orleans, Louisiana, Published by ASCE.

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

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.

22 Jun 2003: New variations of. integral bridge designs are continuously emerging, however, and it is important that. ... behaviour. Integral bridges are not a new concept. The first section of the M1, constructed in.

20 Mar 2012: nly. with various OCRs marked as R1, R1.4, etc. It is possible todefine a new parameter t0, which is the initial shear stressafter one-dimensional swelling.

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

17 Aug 2001: Modifications and improvements to the originalmethod and the development of a completely new method are covered. ... This section describes a new technique developed by the authors, different from thatused by Evans (1994).

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.

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

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.

27 Jan 2009: Robert’s own research made use of thethen relatively new technique of geotechnical centrifugemodelling. ... New developments in both the theory and the practice oftunnelling are covered in the lecture.

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.

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

12 Nov 2003: Subscripts. new new values (after integration step)old old values (before integration step). ... At mid-deployment four new balloons were at-tached to support the beams.

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.

30 Jul 2002: The underlying principles and thestatical and kinematical properties of the new concept are presented. ... In Chapter 7, a detailed description of the new antenna concept is given.

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.

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.

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!

17 Aug 2001: University in the 1940s and field measurements in New Jersey, he recommended a.

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.

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.

8 Dec 2005: Bolton & Powrie (1988) and Osman & Bolton (2004)proposed a new design approach for retaining walls basedon the theory of plasticity and the mobilisable soil strengthconcept. ... Of course, in a real footing problem, soil elements woulddiffer in their

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

17 Aug 2001: Thereafter a new, central zone will have. developed in which no contaminant is present.

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