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Self Locking Rolling Hinges
www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt5 Jul 2001: Kyy. 200. 31.9. 216. 425. 40. 465. N/mm. Kzz. 9.66. 115. -
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.pdf2 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. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf20 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 -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 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). -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 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. -
report_final.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf21 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. -
SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 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. -
p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 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 -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf21 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 -
THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf17 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. -
sb340207 169..180
www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf9 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. -
E:CURRENT_WORKTENSEGRITY REFLECTORSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AGT-SP_paper.pdf6 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. -
Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf22 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. -
C:DOCUMENTS AND SETTINGSADMINISTRATORMY…
www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf10 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. -
Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf22 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. -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: 25. 30. 10. 15. 0. 5. 0 100 200 300 400 500Distance: mm. -
TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf29 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. -
TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 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. -
Measurement of Small Strainsusing Semiconductors in Centrifuge Tests…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR282.pdf17 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. -
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.pdf6 Oct 2001: 300 200 100 0 300 200 100 0. Virgin soil Elongation Asymmetry Triangularity Squareness. -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 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. -
Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf17 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 -
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.pdf6 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. -
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.pdf6 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]. -
Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf17 Aug 2001: w. U-D direction. hw. 5 5 5. 9. 789.5. 200.0. 186.7. -
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.pdf14 Dec 2001: 400. -350. -300. -250. -200. -150. -100. -50. 0. -55 -50 -45 -40 -35 -30. -
Analysis of Earthquake Motions
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf17 Aug 2001: 1. 1.2. 0 20 40 60 80 100 120 140 160 180 200. -
Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf17 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. -
CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf17 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 -
Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 Aug 2001: 200. - - PPTIOO310.0. kPa/div. L I. -- PPT222 '5.00, PAP. - -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf15 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 -
Numerical modelling of theelectrokinetic remediation ofheavy metal…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf17 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, -
E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf21 Mar 2001: Table 3.1: Physical properties of CuBe 165 alloy. Ultimate Tensile Stress, σmax Yield Stress, σyAnnealed 500 Nmm2 200 Nmm2. -
A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf17 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. -
Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf17 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. -
Modelling of EmbankmentConstruction on Soft Clay in the Mk ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf17 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. -
A Thermally Controlled TestChamber for Centrifuge and Laboratory…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf17 Aug 2001: Cold end temperature is 200” - 147” - 6 3 F. -
Centrifuge modelling ofinertial loading and pore pressure effects…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf17 Aug 2001: of 10 cm /- 2 cm with a rate of discharge of 200 cc per minute /- 10 cc. -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 Aug 2001: 1300 1400 1500. [ msec]. 1600 0 100 200. Ml. Scales : Prototype.
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