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1 - 39 of 39 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 39 match some words.

  1. Results that match 1 of 2 words

  2. Self Locking Rolling Hinges

    www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt
    5 Jul 2001: Kyy. 200. 31.9. 216. 425. 40. 465. N/mm. Kzz. 9.66. 115.

  3. 1 INTRODUCTION Delayed failure of embankments and cut slopes ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/123_CCM_191_197.pdf
    2 Oct 2001: 180. 200. 220. 240. 260. 280. 5mm. Horizontal distance, mm. only small deformations were observed. ... 120. 140. 160. 180. 200. 220. 240. 260. 280. 10mm. Horizontal distance, mm.

  4. Uniaxial and eccentric compressive behaviour of spirally confined…

    www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf
    20 Dec 2001: Concrete Specimens The height of the concrete mould was 200 mm and the height of the spiral was 194 mm, so a thin 3 mm concrete cover could be provided at

  5. Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf
    17 Aug 2001: 1300 1.200 1,400. FIGURE 28 MPEK5 - CURRENT PROFILE WITH TIME. ... 0 100 200 300 400. DISTANCE (mm). FIGURE 3 1 FINAL SULPHATE CONCEh-l-RATIONS (CROSS-SECTION THROUGH THE MODEL.ALONG CENTRELINE OF ELECTRODES).

  6. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: sure). Experimental investigation. The transfer zone of 100 3 200 3 2800 mm concretebeams was investigated (Fig. ... FiBRA. Technora. Steel. 0 50 100 150 200 250 300 350 400 450 500.

  7. report_final.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf
    21 Mar 2001: 4.3. Phase III Results 24. 200 N/m. (a) 8 ribs. 200 N/m. ... Phase III Results 26. 200 N/m. (a) Linear Analysis. 200 N/m.

  8. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: y(mm)220200. Before-. 180 Afkr160 - -140. ig ( , , / , , yATntTy; /- 80-240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280.

  9. p96s41.PDF

    www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf
    19 Jan 2001: Technora fiber 1.39 Technora 73.0 4.6 3400 100. Steel (high-yield). 7.8 N/A 200 10.0 650 N/A. ... 6). The section sizes (100 x 200 x 2800 mm) and prestresslevels were the same in all cases, but the extent and distributionof the bond between the concrete

  10. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf
    21 Mar 2001: Shape and Stress Analysis. of Offset CRTS Reflectors. C.Y. Lai and S. Pellegrino. CUED/D-STRUCT/TR177(revised). European Space Agency Contractor Report. The work presented in this report was carried out under an ESA contract. Responsibility for its

  11. THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf
    17 Aug 2001: p’=200 kPa (at A), (ii) isotropic unloading to p’=lOO kPa at B, (iii) shearing during. ... Fig.6. Stiffness-strain curve for Gault Clay. 800. s6 600. 400. 200.

  12. sb340207 169..180

    www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf
    9 Nov 2001: 200 m. 005 m 097 m 075 m 075 m. SY-6Y-8M-10Inv T-10. ... 200. 100. 150. 50. 00 025 05 10075 125 15. (yms – δ0): m.

  13. E:CURRENT_WORKTENSEGRITY REFLECTORSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AGT-SP_paper.pdf
    6 Feb 2001: 0 5 10 15 20 25 30-200. -150. -100. -50. 0. ... The struts are designed to resist Euler buckling, subjectto a minimum slenderness, Le/r, of 200.

  14. Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf
    22 Aug 2001: sl. z 0.2. 5u 0.1 1. 0 100 200 300 400. ... Hz]. 0.15 - (. G O.l-. zu 0.05 - 10 100 200 300 400.

  15. C:DOCUMENTS AND SETTINGSADMINISTRATORMY…

    www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf
    10 Nov 2001: Design of Struts. The struts are designed to resist Euler buckling, subject to a minimum slenderness, Le/r, of 200. ... 25. 0 5 10 15 20 25 30-200. -150. -100. -50.

  16. Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf
    22 Aug 2001: 10 -T. 2. 3.e 5.hs. 0 100 200 300 400 500 600 700. ... Ti l-. =sr" 0.5 -. -A-. 100 200 300 400 500 600 700.

  17. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: 25. 30. 10. 15. 0. 5. 0 100 200 300 400 500Distance: mm.

  18. TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 Aug 2001: 1 2 7 8. 1 3 7 0. Tons. 9,500. 4,200. ... 300. 200. 100. 0. -200. Pisa1,13sqx91. 16:46 21% 3224 07:12 1Mo l&46.

  19. TechRep_1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf
    26 Mar 2001: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20. ... Table 4.6 shows that the natural frequencies of 1.5 m diameter re ectors withinitial stress of 50, 100, 200 N/m increases with the increase of prestress.

  20. Measurement of Small Strainsusing Semiconductors in Centrifuge Tests…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR282.pdf
    17 Aug 2001: Metal wire and foil gauges have gauge factors between 2 and 4, whilst Kulite semiconductorgauges have gauge factors between 45 and 200. ... 0.2. -0.6. -0.8. -1.0. -1.2. -1.4. -1.60 5 0 1 0 0 1 5 0 200 250 300.

  21. 1 INTRODUCTION Many macroscopic phenomena of granular media are ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf
    6 Oct 2001: 300 200 100 0 300 200 100 0. Virgin soil Elongation Asymmetry Triangularity Squareness.

  22. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf
    21 Mar 2001: Shape and Stress Analysis. of Symmetric CRTS Reflectors. C.Y. Lai, Z. You and S. Pellegrino. CUED/D-STRUCT/TR170(revised). European Space Agency Contractor Report. The work presented in this report was carried out under an ESA contract.

  23. Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf
    17 Aug 2001: In general, it is felt that a minimum of 200 particles should beassessed to ensure reasonable statistical analysis (see Table l), although t-Tests may beundertaken on smaller sample sizes than

  24. 1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf
    6 Oct 2001: Embeddeddepth (m). Driving load (kN) Soil column length (m)0 100 200 300 400 500. ... 9. Test B. Test A. De Nicola &Randolph (1997). Plug force (Qsi Wp) (kN)0 50 100 150 200 250.

  25. EMPIRICAL PILE DESIGN BASED ON CONE PENETROMETER DATA: AN EXPLANATION …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/103_DFP_2001_125_132.pdf
    6 Oct 2001: 200. 159. 100. 620. 200. 354249. 850. Piston actuator. Jacking force load cellModel pile. ... 150. 200. 0.0 10.0 20.0. Unit base resistance, qb [M Pa].

  26. Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf
    17 Aug 2001: w. U-D direction. hw. 5 5 5. 9. 789.5. 200.0. 186.7.

  27. 1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf
    14 Dec 2001: 400. -350. -300. -250. -200. -150. -100. -50. 0. -55 -50 -45 -40 -35 -30.

  28. Analysis of Earthquake Motions

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf
    17 Aug 2001: 1. 1.2. 0 20 40 60 80 100 120 140 160 180 200.

  29. CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf
    17 Aug 2001: CUED/D-SoilsITR289 title paqe. Drum centrifuge study ofthree-leg jackup models on clay. E.T.R.Dean’, R.G.James2’3, A.N.Schofield2’3,and Y.Tsukamoto4. Technical Report CUED/D-SoiWTR289Cambridge University Engineering Department. January 1996. 1

  30. Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: Centrifuge and Analytical Studies of Full HeightBridge Abutment on Piled Foundation Subjected. to Lateral Loading. S. M. Springman, C.W.W. Ng & E.A. Ellis. CUED/D-SOILS/TR278( 1994)? ‘,. Contents. Executive summary. 1. Abstract. 2. Notation. 3. 1.

  31. Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf
    22 Aug 2001: 200. - - PPTIOO310.0. kPa/div. L I. -- PPT222 '5.00, PAP. -

  32. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf
    15 Aug 2001: 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

  33. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: Numerical modelling of theelectrokinetic remediation ofheavy metal contaminated soil. bYby John D. McKinley1 & Chrysanthi Savvidou2. CUED / D - SOILS / TR.292 (1997). ___. --. i Assistant Lecturer, Geotechnical Group, Department of Engineering,

  34. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 Mar 2001: Table 3.1: Physical properties of CuBe 165 alloy. Ultimate Tensile Stress, σmax Yield Stress, σyAnnealed 500 Nmm2 200 Nmm2.

  35. A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf
    17 Aug 2001: 10%. 6 %. 6%. 4 %. 2 %. 0 %0 200 400 a0 800 loo0 1200. ... Average Normalised Settlement, Atlantic Mud. 0 200 400 600 800 loo0 1200 14ocl.

  36. Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf
    17 Aug 2001: 15 I. 1. 0.5. 0 loo 200 300 El 500 600 700. ... 1. 5. 1. 0.5. 0 IW 200 3w 400 500 0 rw.

  37. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: i< ,,-d. T (kN/m) I(Sample width = 200 mm. 3.5 -Gauge length = 200 mmExtension rate = 1 % per min.Temperature = 20 f I “C.

  38. A Thermally Controlled TestChamber for Centrifuge and Laboratory…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf
    17 Aug 2001: Cold end temperature is 200” - 147” - 6 3 F.

  39. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: of 10 cm /- 2 cm with a rate of discharge of 200 cc per minute /- 10 cc.

  40. PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf
    17 Aug 2001: 1300 1400 1500. [ msec]. 1600 0 100 200. Ml. Scales : Prototype.

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