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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

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.

25 Jan 2006: The undarined shear strength of London Clay increase with depth form 75-200 kPa.

11 Jul 2007: Control specimens (100 mm cubes and 100 mm diameter and 200 mm height cylinders) were cast from the same batch of concrete and tested on the same day. ... and 6mm single size aggregate in the ratios 0.5:1:2.35:2.87 respectively. Control specimens (100 mm

28 Nov 2013: 200. 0. 1000. 400. 600. 800. 200. _200. 0. 0Pile cap lateral displacement uG: m. ... 50th cycle. 200. _200. 0. 1000. 400. 600. 800. 200. _200.

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.

13 Oct 2003: the model at 200g. 0. 129. 200221. 0. 50100150. 200250. 0 100 200 300 400Radial distance (mm).

7 May 2007: 200. 100. 0. 0 0.2 0.4 0.6 0.8 1. 1st. 2nd. ... Figure 17. Comparison of CR and optimized cutting pattern at p = 200 Pa.

9 Apr 2004: 0. 100. 200. 300. 400. 500. 600. 700. 800. 0 0.02 0.04 0.06 0.08 0.1Curvature (1/mm). ... ment of -10 Nmm at ψ=27. -200 -150 -100 -50 0 50 100 150 200.

20 Jul 2004: Table 2. Cost of materials per unit stiffness Material Stiffness Cost Cost ratio Notes (GPa) (£/kN/(mm/m)/m) Prestressing steel 200 0.016 1 7-wire strand on coil ... Reinforcing steel 200 0.014 0.9 GFRP 40 0.150 9 Aramid fibre 124 0.190 12 Fibre only

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.

24 Feb 2005: of 156 3 156 m since this is similar to the minimumsize of the cracks to be detected (100–200 m).

20 Mar 2012: 200% (V&D 1991)Ip=10% (this study)Ip=30% (this study)Ip=50% (this study)Ip=100% (this study)Ip=200% (this study). ... wL=75% (this study). wL=100% (this study). wL=200% (this study). Based on data from 20 clays & silts (OCR 1-17).

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.

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.

27 Jan 2009: Y./div. BMT2. 200. Nmm/div I. BMT7. 500. Nmm/div. t. t 100. ... 1. o. I. 145. Nmm. -185. BMT2. 200. Nmm/div. -BMTT197. Nmm 500.

20 Mar 2012: 150. 200. 200. 250. 250. 300. 300. 350. 350. 400. 400. ... 50. 50. 100. 100. 150. 150. 200. 200. 250. 250. 300.

28 Feb 2003: b = 200 mm. d = 300 mm. dE = 250 mm. ... Stiffness (EF ) GPa 200 220 100 540. Local failure depth (u) mm 10.

22 Mar 2010: Temperature rate (C/min) 5 7.5 1 0.66Temperature range (C) 20–200 -100–360 20–340 5–75Applied stress (MPa) 60–130 50 220 50–1200. ... 0.18 0.110 SIM70-02-01 0.203. 0.15 0.092 SIM70-02-02 0.200. 0.09 0.111 SIM70-03-01 0.188.

5 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

21 Jun 2004: Isolated footing2.0. 16 0.08 200 0.34 0.39 4.8 Yes, width of riverdecreased. ... 200. 150. 100. 50. 0. Fig. 10. Performance of piles in tests SB-02, SB-03 and SB-04.

12 Oct 2006: Yetginer, A. G., White, D. J. & Bolton, M. D. (2006). Géotechnique 56, No. 5, 349–354. 349. Field measurements of the stiffness of jacked piles and pile groups. A. G. Y E T G I N E R , D. J. W H I T E † a n d M. D. B O LTO N †. KEYWORDS:

6 Jan 2004: Porewaterpressure kN/m. 100 00 100 200 /I I 1. DWC07 ; ----- After3.4years -.-.- After5.3years. ... 200. Porewaterpressure. kNim 100 00 100 I /I I. 200. /I f ’ II. /

6 Jan 2004: Accordingly, the moment equi-. 182 BOLTON AND POWRIE. 200 100 0 0 100 200 I I I I I I. ... H 2 Ill space. H 200 mm D6placement. Fig. 22.

6 Jan 2004: Fig. 11(b) for Karlsruhe sand. 0 OO L onn 0 1000 oloooo" 100 200 400 800 1600. ... 500-. 0 100 200 300 400 500 600 700 o' kN/m’.

7 Jun 2004: 200. 150. 100. 50. 0. Inje. ctio. n pr. essu. re: k. ... Pa. 0 50 100 150 200 250 300. Time: s. Fig.

6 Jan 2004: Test M1. Test M2. Test M3. 500. 400. 300. 200. 100.

8 Jun 2004: decrements, sampled, and then set up in the stress-path triaxial apparatus under an isotropic effective stress s’ = 200 kPa. ... t. Test Vl DSWELL (Stewart, 1990). 50 100 150 200 0 b.

7 Jan 2004: JSS7 200 Geotextile Not presentJSS8 200 Unreinforced Not presentJSS14 200 Geotextile Present. ... The sti!ness of the reinforcement was derived from the load-elongationcurve obtained by carrying out 1%/min tensile tests on 200 mm wide specimens with200

12 Nov 2003: Universität Stuttgart University of Cambridge. Institut für Department of EngineeringStatik und Dynamik. Gravity Compensation of Deployable Solar Arrays. for Small Spacecraft. Diploma Thesis submitted to the Universität Stuttgart. for the

6 Jan 2004: Lee, Adams & Vagneron (1973) studied more realistic models 200-500mm high constructed in sand with ties cut from 0,013 mm aluminium foil. ... Distance from facing: mm. 160 200 I. 1.50 t Model I x P6. ,,/

2 Aug 2011: Ł ł in. 300. 250. 200. 150. 100. 50. 0. Y: m. ... 300. 250. 200. 150. 100. 50. 0. Y: m. m. B.

7 Jul 2002: Bruno (1999). Best fit to database of centrifuge tests. L= 200 mm D=11.5 mm.

7 May 2002: 2D NAPL experiments using. the CU y-radiation system. H. Coumoulos, C. Kechavarzi,. K. Soga and T. lIIangasekare. CUEDill-SOILffR309 (Jan. 1999). """'" ,. INTRODUCTION. Under the collaboration between The University of Cambridge and The University of

11 May 2006: 2. 1. 0. -1. 0 100 200 300 400. 3up3down. 4up4down5up5down.

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.

6 Jan 2004: A rotation speed of 200 rpm or less is thought to be accableGirard 1985!

3 Mar 2003: 0 50 100 150 200 250 300 350-2. -1.5. -1. -0.5.

3 May 2010: a) Prediction by MSD. Measured wmax,m. 0 50 100 150 200. ... Pred. icte. d w. max. ,p. 0. 50. 100. 150. 200.

6 Jan 2004: In thistudy, Laponite grout was prepared by mixing 3% by weightgel-grade RD Laponite powder in 200 g de-aired water dyed rThe lack of setting properties and the small particle

2 Aug 2011: Wall Deflection, w, (m). 0.000.040.080.120.160.200.24. Dep. th (m. ). 0. 10. ... Wall Deflection, w, (m). 0.000.050.100.150.200.25. Dep. th (m. ). 0. 10.

28 Nov 2013: 200. 175. 150. 125. 100. 075. 050. 025. 0. 0 20 40 60 80. ... However, faecalpellets were found to have an average water content of150% in the tested crust samples, while the silt – clay matrixhad a water content of about 200%.

20 Mar 2012: 100. 200. 300. 400 Diaphragm wallAnchored wallSheet pile wallSlurry wallContiguous pile wall.

29 Mar 2004: Several working prototypes of Electro-activePolymer Artificial Muscles (EPAMs) have been made.Current prototypes exhibit large strains up to 200%and an available force of ten times the weight of thedevice.

5 Jan 2004: 0. 200. 400. 600. 800. 1000. 0 400 800 1200 1600Horizontal pixel coordinate, v. ... 100. 80. 60. 40. 20. 00 50 100 150 200. Horizontal coordinate: mm.

28 Nov 2013: 70.98. 80.00. 110. 191.22. 50.99. 10.00. 200. HighlyPlasticSilt. 64.6m. 0.46. 1.36. ... 169. 200.82. 00.97. 50.00. 332. Teachavorasinskun. etal.20. 02Triaxial. Bangk. okClaySite. 10.57.

27 Jan 2009: [doi: 10.1680/geot.2008.58.9.693]. 693. Introduction for the 46th Rankine Lecture. The 46th Lecture of the British Geotechnical Society wasgiven by Professor Robert J. Mair at Imperial CollegeLondon on 22 March 2006. The following introduction

23 Feb 2006: Journal of. Mechanics ofMaterials and Structures. WRINKLED MEMBRANESPART II: ANALYTICAL MODELS. Y. Wesley Wong and Sergio Pellegrino. Volume 1, Nº 1 January 2006. mathematical sciences publishers. JOURNAL OF MECHANICS OF MATERIALS AND

6 Oct 2005: 80-60-40-200. kPa. Time(s). TEST IT05. FLIGHT 1. Scales: Model. Short-Term Time Records. ... 10. 0. 10. 20. g. Time(s). 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1-200.

21 Mar 2001: Table 3.1: Physical properties of CuBe 165 alloy. Ultimate Tensile Stress, σmax Yield Stress, σyAnnealed 500 Nmm2 200 Nmm2.