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CUED Bridge Research - Publications
www-civ.eng.cam.ac.uk/brg/papers/29 Sep 2004: 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural Engineer, Vol.75 No.23&24, 9th December 1997, pp.403-409. -
reporthomo
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR330.pdf27 Oct 2004: Figure 24: Stress cell measurements in test BG-03 for 50Hz frequency. ... 20. 21. 22. 23. 24. 25. 26. 2. 4. 3. 5. -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: The motorway has 3 lanes in each direction, of which 2 were assumed closed between 0:00-6:00 and 19:00-24:00, and one from 6:00-16:00, ... 5. 0 5 10 15 20 24. -4.5. -4. -3.5. -3. -
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: 24 and 20 into Eq. 21, and multi-plying by the arc length of the tape, Rθ. ... 24. • The steady-state moments for equal and oppositesense bending of a folded tape spring are given byEqs. -
SE1 p1 Cover
www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf3 Feb 2004: 24|The Structural Engineer – 6 January 2004. paper: burgoyne. Fig 10 shows the load factor that should be applied to theexternal load so that the bottom steel is sufficient to carry -
D:\Papers\Folding of composites\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf6 May 2004: FOLDING OF WOVEN COMPOSITE STRUCTURES. J.C.H. Yee and S. Pellegrino1. Department of Engineering, University of CambridgeTrumpington Street, Cambridge CB2 1PZ, UK. ABSTRACT This paper investigates one-ply and two-ply laminates made from woven T300 -
5( 4: $ xl ;; 4( E s 3: ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14discussion_Geotechnique_No37_Is2_219_226.pdf6 Jan 2004: Soils Fdns 24, No. 4, 30-48. Goto, S. (1984). Strength and deformation characteristics of sand in small and large triaxial apparatuses. ... Soils Fdns 24, No. 1, 113-128. Tatsuoka, F., Sakamoto, M., Kawamura, T. & -
gt490411 543..552
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf5 Jan 2004: 100806040200. 26. 24. 22. 20. 18. 16. 14. 12. 10. 8. ... b). ISMES-2. 100806040200. 26. 24. 22. 20. 18. 16. 14. 12. -
D:\Papers\Optimization cover plates\cover-plates-paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf10 Jan 2004: US Patent,. 4,942,700. July 24, 1990. [5] Hoberman C. Radial expansion/retraction truss structures. ... mization. International Journal for Numerical Methods in Engineering 1987, 24:359–. 373. -
Burgoyne
www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf20 Jul 2004: Straits of Gibraltar using CFRP cables [24]. ... 24] Meier U., “Proposal for a CFRP bridge across the strait of Gibraltar at its narrowest point”, Procs Inst. -
D:\Papers\Rigid Deployable Array TR\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf7 Jul 2004: 62 200 16.28 277. 90 273 24.8 177. - - 60.4 215. - - ... cannot be used to analyse this effect. 24. 3.2 Simulation with Pro/Mechanica. -
gt490110 133..141
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf5 Jan 2004: 3.528.5 27.5 26.5 25.5 24.5. Ln[A /A]. Ln[. tota. l pre. ... u u0 (1 ÿâ)Ä p (24)The relationship between effective and total stresspaths is sketched in Fig. -
Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10
www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf19 Apr 2004: cossin. ψψ. =. b (24). where ψ is the angular orientation of b and ranges π. ... Expanding Equation (23) with Equation (24) and writing the result in matrix form gives the stiffness in the ψ direction TKψ = b Kb (25) where. -
gt470211 347..352
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf5 Jan 2004: TECHNICAL NOTE. Geotechnical properties of fresh cement groutÐpressure ltrationand consolidation tests. M. D. B O LT O N a n d J. D. M C K I N L E Y. KEYWORDS: compressibility; consolidation; constitu-tive relations; grouting; laboratory tests; -
C:\Documents and Settings\Sergio\My…
www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf30 Mar 2004: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24). -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 Oct 2004: The Hardin &. Drnevich expression yields 24 MPa which, as with the sands, would have been too stiff. ... 24. CUED/D-SOILS/TR336. 17. LoPresti, D.C.F., Jamiolkowski, M., Pallara, O., Cavallaro, A. & -
D:\Papers\Bistable prestressed shells\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf17 Feb 2004: 4Test. -4-21 23 -24. Analysis -26 24 -26. 5Test. -3.2-18 36 -22. ... shell; the configurations (b-d) are unstable. 24. Figure 3: Sliced-up shell. -
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: The centrifuge gravity level was increased in stages to 100g, and the clay was allowed to re-consolidate at 100g for approximately 24 hours. ... Height of load line above clay surface. 24′ 7′′ 26′ 3′′ 27′ 3′′ 27′ 3′′. -
SDM04.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf31 Mar 2004: Resulting in λ = 7.11 104and a corresponding fundamental natural frequency of0.24 Hz.†. -
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: 24,32 and 50 pixels respectively. ... 24 24. 50 50. Performance achievableusing film/video/target markers. Fig. 11. Precision against measurement array size. -
mc510501 295..307
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf7 Jan 2004: have been developed to describe the conditions inside a. grouted borehole,1,24. ... Pitman, Lon-don, 1973. 24. McKinley J. D. Grouted Ground Anchors and the Soil Mech-anics Aspects of Cement Grouting. -
Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/15_Geotechnique_No37_Is3_335_353.pdf6 Jan 2004: 23.0 24.6 22.1 12.7 16.5 11.9. Rupture Rupture Squash 16.3 84.7 121.9. ... 12.9m. 6.9m. Fig. 24. Idealized sliding wedge, test DWC 07. R S01l reactnon u Water thrust. -
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: 6.98. 6.24. 0 5 10 mm. (a). Stainless steeldiaphragm. Electricalconnection. (b). ... Physiol. 24, No. 1,1 – 22. König, D., Jessberger, H. L., Bolton, M. -
Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/19_Geotechnique_No38_Is2_167_189.pdf6 Jan 2004: The broad replication of stress magnitudes and stress paths permitted the full representation of wall deformation, soil strain and swelling, completing a 50 year full-scale lifespan in under 24 hours ... prCform8e. La reproduction essentielle des valeurs -
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: APPENDIX 2 The minimization of the mean square error. term given in equation (24) takes the following form (the bar denotes the time average). & ... BE(O, 8) = BE(B, 0) = 0. Substituting for E(O, 8), referring to equation (24)? - -
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: Numer. Methods in Eng. 24 (1987) 337}357. [4] O.C. Zienkiewicz, M. -
Bolton, M. D. & Stewart, D. I. (1994). Gtkmxhnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/47_Geotechnique_No44_Issue1_111_127.PDF8 Jun 2004: Figure 24 compares the wall bending moments. Fig. 23. Approximate swelling pressure distribution. ... Analysis. Datum I. after increase in groundwater level. Fig. 24. Bending moments for DWC21. -
gt480506 667..679
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf5 Jan 2004: p/ KIc (24). Alternatively, we may write. óds. p/ ó0. d0. ... Soils Found. 24, No. 1, 77-89. Novello, E. A. & Johnston, I. -
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: The Role of Micro-Mechanicsin Soil Mechanics. M.D.Bolton. CUED/D-Soils/TR313September 2000. Presented at the International Workshop on Soil CrushabilityYamaguchi University, Japan, July 1999. 1. The Role of Micro-Mechanics in Soil MechanicsMalcolm -
PII: S0266-352X(02)00015-0
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/116_Computers&geotechnics_vol29_Issue8_587_607.pdf7 Jan 2004: Received 28 March 2001; received in revised form 22 March 2002; accepted 24 April 2002. ... International Journal for Numerical Methods in Engineering 1987;24:337–57. [10] Zienkiewicz OC, Zhu JZ. -
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: Qualitative. Manuscript received 10 October 2002; accepted 24 March 2003.Discussion on this paper closes 1 March 2004, for further detailssee p. -
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: 18 20 22 24 26 28 30. 130. 128. 126. 124. ... 18. 12. 06. 0. 06. 12. 18. 24. 0 1 2 3 4 5. -
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: 72 BOLTON. zo-. 16-. Empwxil relatmn (11). 0 4 8 12 16 20 24! -
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: 11).There were 14 external piles for protection, which were totake most of the negative skin friction and were free tomove, and 24 internal end-bearing piles, which were con-nected -
PII: S0266-1144(00)00009-1
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf7 Jan 2004: Received 14 February 2000; received in revised form 24 June 2000; accepted 8 July 2000. ... 24 J.S. Sharma, M.D. Bolton / Geotextiles and Geomembranes 19 (2001) 23}44. -
Collapse limit states of reinforced earth retaining walls M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/7_Geotechnique_No32_Issue4_349_367.pdf6 Jan 2004: Collapse limit states of reinforced earth retaining walls. M. D. BOLTON and P. L. R. PANG7. The use of systems of earth reinforcement or anchorage is gaining in popularity. It therefore becomes important to assess whether or not the methods of
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