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Yielding Of Soil -1966 Lecture - Page 20
www-civ.eng.cam.ac.uk/geotech_new/people/ans/1966CamClay/1966CamClay20.htm10 Aug 1999: -
Teaching material for schools - Stadium roof design
www-civ.eng.cam.ac.uk/cjb/schools/index.html22 Feb 2011: About 20% of the students studying Maths GCSE in 2003 (which is virtually every pupil in England and Wales) obtained good GCSE results (B or above) in Double Science GCSE. -
Thorsten Hack - Research
www-civ.eng.cam.ac.uk/dsl/th/researchdsl.html1 May 1999: I am also interested in Ultrasonic Motors which work above 20 kHz and are therefore inaudible to the human ear. -
CUED Structures Group Theses - Tsiagbe
www-civ.eng.cam.ac.uk/abstract/wytabs.htm23 Sep 1998: 20% yield stress. -
CUED Bridge Research - Publications
www-civ.eng.cam.ac.uk/brg/papers/29 Sep 2004: Imhof,D. Probabilistic Safety Assessment of Existing Bridges. The Young Researchers' Conference, 20 March 2002, Poster Presentation: The Institution of Structural Engineers, Upper Belgrave Street, London. -
Cam Middleton: Research
www-civ.eng.cam.ac.uk/struct/crm/research.html3 Nov 2010: These tests have included a series of half-scale beam-and-slab bridge tests funded by EPSRC and the Highways Agency and 20 scale models of concrete bridges. -
CUED home page - Thorsten Hack - Ultrasonic Motors
www-civ.eng.cam.ac.uk/dsl/th/ultrasonicdsl.html1 May 1999: Ultrasonic Motors. Ultrasonic motors and linear motors work above 20 kHz and are therefore inaudible to the human ear. ... Although the rotor moves only a micrometer in an individual cycle of the elliptical motion, this can add up to a speed of 2cm/sec -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/fischerabs.htm10 Aug 2004: It was found that gravity can be compensated by controlling the forces in the suspension elements to between 10% and 20% of g, however by controlling the displacements, the compensation is -
CUED Structures Group Theses - Chan
www-civ.eng.cam.ac.uk/abstract/ibabs.htm8 Jul 2004: Even though extensive research has taken place in the last 20 years, their use has been limited to prototype structures. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Ekstromabs.html10 Mar 2005: An in-depth review of 20 currently available thermoplastic composite joining techniques is presented. -
CUED home page - W Huang: actuator.html
www-civ.eng.cam.ac.uk/dsl/sma/actuator.html21 Jul 1998: Actuator No.3. Design There are 20 steel disks in each side of this one-way/two-way actuator. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/mansfield.html31 Jul 2008: It is shown for small span-to-depth ratios up to 20% membrane enhancement may be available through friction at the supports alone. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp54.pdf20 Dec 2001: The spiral is assumed to have a pitch of 20 mm and an internal diameter of 90 mm, with a centre-centre distance for the overlapping spirals of 45 mm. -
021004_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf26 Mar 2010: Time [log10 (hours)]. Stra. in. [%]. 10-01. 20-01. 30-01. 40-01. 50-0155-0160-0165-0170-01. ... 2. Time [log10 (hours)]. Stra. in. [%]. 10-02. 20-02. 30-02. 40-02. -
Οδηγίες για την προετοιμασία του τελικού κειμένου του 1oυ Συνεδρίου…
www-civ.eng.cam.ac.uk/cjb/papers/cp80.pdf8 Apr 2011: Conventional creep tests were also carried out, each for 100 days, at different stress levels (10, 20, 30, 40, 50, 55, 60, 65, 70 % of ABL) under constant temperature and humidity. ... 1.6. 1.7. 1.8. 1.9. 2. Time [log10. (hours)]. Str. ain. [. %]. 10%. 20 -
frprcs9Final00123
www-civ.eng.cam.ac.uk/cjb/papers/cp84.pdf26 Mar 2010: GCI is assumed to be 0.15 N/mm for the 20 mm crushed aggregates used in the tests [3]. -
frprcs9final00067
www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf26 Mar 2010: found to be 0.42 mm and 140.0 mm respectively for Kevlar 49, and 0.20 mm and 128.0 mm respectively for Technora. -
ACMBS5 final
www-civ.eng.cam.ac.uk/cjb/papers/cp81.pdf25 Aug 2008: for Kevlar 49, and 0.20 mm and 128.0 mm respectively for Technora. ... 90. Time [hours]. Tem. pera. ture. [o. C]. 0 5 10 15 20. -
162_full
www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf26 Mar 2010: Also shown are the responses for singly reinforced concrete with spacing of 20 mm and 10 mm. ... 20] Leung H.Y. and Burgoyne C.J., “The uniaxial stress-strain relationship of spirally-confined. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf25 Jul 2007: Load. (kN. ). Test. Predict. Load-dis. profile - C3-20-75-20-125. 0. 200. ... 60. 80. 100. 120. 140. 0 20 40 60 80 100 120 140. -
The lower bound theorem of plasticity cannot be used as a basis for…
www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf11 Jul 2007: 0. 100. 200. 300. 400. 500. 0 10 20 30 40 50 60 70 80 9. ... 0. 100. 200. 300. 400. 500. 600. 700. 800. 0 10 20 30 40 50 60. -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: 20. 40. 60. 80. 100. 120. 140. 160. 180. Mid-span Deflection (mm). ... 20. 30. 40. 50. 60. 70. Mid-span Displacement (mm). Cyc. lic L. -
Concrete Bridge Assessment Using Plastic Collapse Analysis…
www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/plaintbl.html12 Aug 1998: 7 PCOBRAS (kN) 24.5 25.3 23.0 17.2 22.5 22.3 20.5 17.7 Ptest/PCOBRAS 1.19 1.12 1.21 1.10 1.04 ... 15 6.10 7.5 40 16 5.40 7.5 40 17 2.48 17 40 18 3.29 17 40 19 7.62 38 40 20 3.00 -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf12 Jul 2007: The structure is designed to take a live load of 15 to 20 kN/m2. ... 77, No. 9, May 1999, pp 20-26. 2.1 History. 2.2 Approach Adopted in Current Study. -
Observation of flexural cracks in loaded concrete beams using ...
www-civ.eng.cam.ac.uk/cjb/papers/p52.pdf24 May 2005: The shear link spacing was 20 mm. throughout, with inclined stirrups over the loading re-. ... a 20 mm overlap. The concrete in the beam was cured under water for. -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 Nov 2001: be N 0:8, b3 20 and N ÿ0:35, b3 10, respec-tively. ... equations based on the longitudinal equilibrium. FiBRA, N 5 0.8, b3 5 20. -
Paper Format Guidelines
www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf30 Mar 2010: 2 0 20. 20. 40. Residuals (decades ). Freq. uenc. y. ... Histogram. -2 0 20. 0.5. 1. Res iduals (decades)Pro. babi. lity. -
Qing XuCapita Symonds,East Grinstead, UK Chris BurgoyneDepartment of…
www-civ.eng.cam.ac.uk/cjb/papers/p54.pdf20 Dec 2005: The monolithic (20-day). value (point A in Fig. 8) alters immediately to B when the. ... 6. The first stage,. which becomes self-supporting at 20 days, is statically. -
A fracture-mechanics model for debonding of external fibre reinforced …
www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf25 Aug 2006: 20. 30. 40. 50. 60. 70. Curvature. App. lied. mom. ent (. kNm. ). Proposed modelExperimental (Beam A3.1 Reference [7]). Figure 3. Energy in flexure Figure 4. -
Characterisation of long term behaviour of polyester fibres and fibre …
www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf27 Mar 2010: The characterisation was performed at different scales, from that of the approximately 20 micron-diameter fibres to an assembled rope of several hundred tons breaking load. ... The method should prove very useful for applications like offshore mooring -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: The breaking load of Kevlar 49 and Technora was determined from 20 short term tensile tests and were 444.6 N for Kevlar 49 and 349.0 for Technora. -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: approx 20 C). Yarn handling. Considerable care was exercised in the handling of the. ... Fig. 9 Break load for PET2. Table 6 Retained strength at 20 and 40 C. -
Proceedings of the 5th International Conference onComputation of…
www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf2 Feb 2006: 0 20 40 60 80 100 1200. 20. 40. 60. 80. ... path C2. 0 20 40 60 80 100 1200. 0.5. 1.0. -
SE20 Design Codes Burgoyne :Layout 1
www-civ.eng.cam.ac.uk/cjb/papers/p63.pdf22 Mar 2010: H. P. J. TaylorFREng, PhD, CEng,FIStructE, FICEIStructE Past President,Chair BSI CommitteeCB/20 StructuralDesign Codes. -
FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...
www-civ.eng.cam.ac.uk/cjb/papers/cp76.pdf26 Mar 2010: as high as 20%. -
CUED TR 341 _2_
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR341.pdf30 Sep 2005: z. gf. Ldp. gf dykzfdykzfdykzfzy τττττττττ )(),()(),()(),()( 20. 1. 0. 48476 Eq. ... A 20 m long pile of 0.5 m diameter exists 6m away from the tunnel centreline. -
Thermo-Elastic Behaviour of Single Ply Triaxial Woven Fabric…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1899-892.pdf11 May 2006: 20 30 40 50 60 70 80 90 100 110 120-1.5. ... There are 20 hexagon units and 10 unit cells in these strips, respectively. -
Centrifuge modelling ofinertial loading and pore pressure effects…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf17 Aug 2001: models, and from Z = 20 mm to Z = -350 mm in Series C models. ... were placed on the surface and at depths of 20 mm and 60 mm. -
with a viewfor use ast are beingns. A widethat ...
www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf25 Apr 2005: Structural lifetimes are measured in decades. Even theephemeral industrial building will be expected to last for 20 yeand 50 years is a common design lifetime for office buildiBridges are typically designed ... Inverse power-lognormal,3. Arrhenius-Weibull -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 10 PPT6672 256 122 5 PPT6675 380 190 50 PPT6679 200 130 20. ... 0. 10. 20. g. TEST SKH14. FLIGHT 1. Scales: Model. ShortTerm Time Records. -
McMahon, B. T. et al. (2013). Géotechnique 63, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/229.pdf29 Nov 2013: Math.Mech. 1, No. 1, 15 – 20 (in German). Shield, R. ... J. Appl. Mech. 20, No.4, 453 – 460. Taiebat, H. A. & -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: 126 mm. 20 mm. 9 mm. Fixed. Figure 5.12: Top view of tape spring used in finite element analysis. ... hinge turned through 90 degrees;the set-up can be seen in Figure 5.20. -
Discussion: Laboratory measurement of strength mobilisationin kaolin: …
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf28 Nov 2013: 0.3. 0.4. 0.5. 0 10 20 30 40 50 60 70 80 90 100. ... c. Plasticity index Ip: %. TC: n = 21. DSS: n = 20. -
Modelling of deformations inDynamic Soil-Structure Interaction…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf17 Aug 2001: 2 2 , I. %G 0 ACC 2. - 2 20 2 4 6 8 1 0 1 2. -
Design & Manufacture of Stiffened Spring-Back Reflector…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf17 May 2005: Hence the curvedstiffener is a circular arc of r = 20 mm subtending anangle of 69. ... The first 20 eigenmodes wereextracted and the maximum frequency of interest wasset to 40 Hz. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: compared to sieving by 20-30%, as predicted by theoretical analysis. Measurements of. ... Isotropic compressionand shearing at 20.7 MPa. Isotropic compression to 62.1 MPa. -
Measurement of Small Strainsusing Semiconductors in Centrifuge Tests…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR282.pdf17 Aug 2001: At the selected acceleration (60g) for testing, the measuredvariations of bending strains using the foil gauge transducer were up to I- 20% of the meanvalues, whereas the semiconductor gauges gave a ... January 1995 Page 20. -
TPC_499_Thusyanthan_Senthil
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/190.pdf2 Aug 2011: 0 5 10 150. 5. 10. 15. 20. 25. Vertical pipe displacement (mm). ... N). 0 10 20 30 40 50-5. -2.5. 0. 2.5. 5. -
Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt17 Sep 2001: Plastic design of a steel frame, Baker (1948). Cambridge text book example plastic design of shelter to resist floor load 20 lb/sq.ft falling 9 ft in bombed house; Mother -
254_2006_603_52_8-web 1595..160
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf3 Aug 2011: 17.26 20.18 25.3 41.4 78. Dielectric constant. Per. mab. ility. (m. ... 20 100 12040 60 80Time (min). Fig. 6 Permeabilities of water-miscible solvents versus increas-ing dielectric constant.
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