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Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/wattabs1.html10 Aug 2004: Lightweight deployable SAR structures. Alan Watt. Abstract. This thesis presents the conceptual design of a new style of frame for deploying, supporting and tensioning a membrane-based Synthetic Aperture Radar (SAR). ... As no present hinge designs can -
CUED home page - Dr E. Kebadze
www-civ.eng.cam.ac.uk/dsl/FoldingSARs/26 May 2004: A new concept:. The standard design for a space-based SAR (shown above) is based on rigid surfaces deployed by motorised hinges. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/rpabs.html14 Sep 2004: A new construction technique is developed which allows this task to be done in a more efficient and easy manner so that the mechanism can be specifically tailored for a particular -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hLuabs.html12 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 -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/toewsabs1.htm10 Aug 2004: to actuation. A new approach, for static shape control is presented where the structure is assumed to have general geometry and. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/arthurabs.htm9 Jul 2004: Fracture of concrete-CFRP bond. by L. Arthur. Abstract. The theoretical gain in flexural strength of a reinforced concrete beam strengthened with FRP plate is enormous, however researchers have observed new -
CUED Structures Group Theses - Kuang
www-civ.eng.cam.ac.uk/abstract/kjabs.html19 Oct 2004: The average integration method used by CALTRANS and New Zealand codes to calculate the spiral shear contribution was revised; both theoretical and practical recommendations were given regarding their design factor. -
CUED Bridge Research - Publications
www-civ.eng.cam.ac.uk/brg/papers/29 Sep 2004: 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering, Editors A.Mufti, B.Bakht & ... Middleton, C.R. The application of new analysis -
Conditioning of clay soils for tunnelling machine screw conveyors
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-dimmock.htm7 Jul 2004: The thesis proposes new ways in which the magnitude of ground movement may be predicted, with an emphasis on the different stages of tunnel construction; a modified approach to the Load -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: Figure 6 shows the additional predicted number of bridges that need repair using steel bars (cases 2 and 3) in comparison to a scenario of corrosion-free new bridges for a ... Fig. 7 Net Present Value of not building new bridges in the US with FRP. -
SE1 p1 Cover
www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf3 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 -
Burgoyne
www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf20 Jul 2004: They are unable to compete in terms of cost and convenience with the new structure. ... Future maintenance remains the problem of future generations and new structures are built cheaply. -
Paper - Vesic vs Winkler_Final_CUED Report 332 Rev7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR332.pdf18 Oct 2004: new tunnel is excavated under an existing pipe. The tunnel excavation generates soil. ... Fig. 8 Comparison between continuum solution and Winkler solution under the new analog. -
D:\Papers\Folding of composites\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf6 May 2004: Second Edition,McGraw-Hill, New York, 1996. [2] Vyvyan WW. Self-actuating, self-locking hinge. -
D:\Papers\Optimization cover plates\cover-plates-paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf10 Jan 2004: Structures, pp 752–761. New York: ASCE, 1994. [3] Gantes CJ. Deployable structures: analysis and design. ... The method of moving asymptotes - a new method for structural opti-. -
C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…
www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf9 Apr 2004: AIAA 2004-1819Carbon Fibre Reinforced PlasticTape SpringsJ.C.H. Yee , O. Soykasap , and S. PellegrinoUniversity of Cambridge, Cambridge, CB2 1PZ, UK. 45th AIAA/ASME/ASCE/AHS/ASCStructures, Structural Dynamics, and. Materials Conference19-22 April -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 Mar 2004: Structural ConceptThe key geometric ideas behind the proposed new. concept can be explained as follows.Consider a flat sheet A with a curved edge, con-. ... Patent applications protecting the new. concept presented in this paper have been filed [10].The -
Take, W. A. & Bolton, M. D. (2004). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128dis_Geotechnique_No54_Issue3_229_232.pdf7 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 -
C:\users\djw29\Papers\Iacmag2001\IACMAG_Paper_White.PDF
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/99_IACMAG_2001_Proc_997_1002.pdf6 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, -
D:\Papers\Rigid Deployable Array TR\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf7 Jul 2004: 31. Note that a new set of tests on the uncovered panel system was carried out, rather than. ... STEP, INC=1000, NLGEOM. coords:. STATIC,STABILIZE,FACTOR=1e-8. 0.00001, 1, 1.E-30,0.02. BOUNDARY, OP=NEW. 2000, 1, 3. -
C:\Documents and Settings\Sergio\My…
www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf30 Mar 2004: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length. -
Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10
www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf19 Apr 2004: jerky due to non-uniformities in the underlying tape-spring. Conclusions A new concept for neutrally stable tape-spring has. -
SDM04.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf31 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 -
gt500315 315..318
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70c_Geotechnique_No50_Is3_315_318.pdf6 Jan 2004: If the new surface area A produced at failure istaken to be proportional to d2, then Fac / A1ÿb=2. -
gt470211 347..352
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf5 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. -
gt490411 543..552
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf5 Jan 2004: C., Germaine, J. T. & Lancel-lotta, R. (1985). Theme lecture: new developments ineld and laboratory testing of soils. -
1 INTRODUCTION Reliable assessment of soil behaviour in element ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/109_ICSMGE_2001_proc_539_542.pdf6 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 -
D:\Current_work\Asymmetrically-Bistable Structure…
www-civ.eng.cam.ac.uk/dsl/publications/Asymmetrically-Bistable_SDM_Paper.pdf29 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. -
gt490110 133..141
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf5 Jan 2004: Gt áâãâÿ1c. The new solution shows that the application of a. -
Bolton, M. D., & Wilson, J. M. R. (1990). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22discussion_Geotechnique_No40_Is4_659_664.pdf6 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 -
D:\Papers\Bistable prestressed shells\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf17 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. -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 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. -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf5 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 -
PII: S0168-874X(99)00052-9
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf7 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. -
Take, W. A. & Bolton, M. D. (2003). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf5 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. -
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/68_IJNAM_No21_Issue12_825_843.pdf7 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 -
Palmer, A. C. et al. (2003). Géotechnique 53, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/135_Geotechnique_No53_Issue10_877_883.pdf6 Jan 2004: m, to a new equilibrium with the pipe axis 4.2 m abovethe surface. -
BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf6 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. -
OTC 16845 Centrifuge Model Tests on Anchor Piles for ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf2 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. -
Soga, K., Au, S. K. A., Jafari, M. R. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf7 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. -
rther usey groundtigated toent, andmeasuredted. Thed of…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/118_ASCE_JG&GE_vol128_issue4_283_291.pdf6 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! -
ergroundg systemneed to mine soilgroutingulate the ed on. Factors ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/127_ASCE_JG&GE_vol129_issue3_254_262.pdf6 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. -
gt480506 667..679
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf5 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. -
Bhattacharya, S., Madabhushi, S. P. G. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/139_Geotechnique_No54_Issue3_203_213.pdf21 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. -
mc510501 295..307
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf7 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. -
325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf5 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. -
Bolton, M. D. & Wilson, J. M. R. (1989). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf6 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. -
Cheng, Y. P., Nakata, Y. & Bolton, M. D. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/129_Geotechnique_No53_Issue7_633_641.pdf7 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 -
White, D. J., Take, W. A. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/133_Geotechnique_No53_Issue7_619_632.pdf5 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 -
Cheng, Y. P., Bolton, M. D. & Nakata, Y. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/138_Geotechnique_No54_Issue2_131_141.pdf7 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.
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