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Osmanconf32a33
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/148_ICSFF_Singapore_2004.pdf25 Jan 2006: The undarined shear strength of London Clay increase with depth form 75-200 kPa. -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 Mar 2004: Two types of weaves were con-sidered: 0.2 mm thick, 200 gsm 2 2 twill; and 0.11mm thick, 94 gsm plain weave. -
1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf7 Jul 2002: Bruno (1999). Best fit to database of centrifuge tests. L= 200 mm D=11.5 mm. -
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. -
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. -
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 -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf11 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 -
Proceedings of the Institution ofCivil EngineersStructures and…
www-civ.eng.cam.ac.uk/cjb/papers/p67.pdf19 Mar 2010: Elevation chart of the Rio-Antirion Bridge. 0 50 100 150 200 250 300 350Time: days. ... ribut. ion. /(). Tt. ii. i. 0 50 100 150 200 250 300 350Time: days. -
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. -
Take, W. A. & Bolton, M. D. (2011). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf20 Mar 2012: 150. 200. 200. 250. 250. 300. 300. 350. 350. 400. 400. ... 50. 50. 100. 100. 150. 150. 200. 200. 250. 250. 300. -
Contents.indd
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/214.pdf20 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). -
Burgoyne
www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf20 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 -
Data Report Of Three Dynamic Centrifuge Model Test On ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR206.pdf27 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. -
The use of MRI to observe fractures in concrete ...
www-civ.eng.cam.ac.uk/cjb/papers/p50.pdf24 Feb 2005: of 156 3 156 m since this is similar to the minimumsize of the cracks to be detected (100–200 m). -
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. -
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. -
Crack-based analysis of concrete with brittle reinforcement T. J. ...
www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf28 Feb 2003: b = 200 mm. d = 300 mm. dE = 250 mm. ... Stiffness (EF ) GPa 200 220 100 540. Local failure depth (u) mm 10. -
10853_2008_2676_43_14-web 4789..4800
www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf22 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. -
Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/208.pdf2 Aug 2011: σ0 5 kPa. 10. 25. 50100. 200. Fig. 13. Interpretation of 1g test data by superposing thenormalised theoretical and experimental curves for sand, B14.2 mm. ... σ0 5 kPa. 10. 25. 50. 100. 200. Fig. 14. Interpretation of 1g test data by superposing -
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 -
Bhattacharya, S., Madabhushi, S. P. G. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/139_Geotechnique_No54_Issue3_203_213.pdf21 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. -
Yetginer, A. G., White, D. J. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf12 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: -
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: 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. / -
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: 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. -
Soga, K., Au, S. K. A., Jafari, M. R. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf7 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. -
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: 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’. -
Palmer, A. C. et al. (2003). Géotechnique 53, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/135_Geotechnique_No53_Issue10_877_883.pdf6 Jan 2004: Test M1. Test M2. Test M3. 500. 400. 300. 200. 100. -
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: 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. -
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: 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 -
E:/Diplomarbeit/Latex/Thesis.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf12 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 -
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: 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. ,,/ -
Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf2 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. -
GROUND-BORNE VIBRATIONS DUE TO PILING OPERATIONS
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/132_BGA_2003_743_756.pdf3 Mar 2003: 0 50 100 150 200 250 300 350-2. -1.5. -1. -0.5. -
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. -
rther usey groundtigated toent, andmeasuredted. Thed of…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/118_ASCE_JG&GE_vol128_issue4_283_291.pdf6 Jan 2004: A rotation speed of 200 rpm or less is thought to be accableGirard 1985! -
ergroundg systemneed to mine soilgroutingulate the ed on. Factors ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/127_ASCE_JG&GE_vol129_issue3_254_262.pdf6 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 -
Computation of Buckling Pressure of Pumpkin Balloons
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1803-983.pdf11 May 2006: 2. 1. 0. -1. 0 100 200 300 400. 3up3down. 4up4down5up5down. -
Bolton_DFI_2010_keynote_lecture_preprint
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf3 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. -
2D NAPL experiments using the CU y-radiation system H. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf7 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 -
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: 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. -
Supporting_excavations_in_clay_-_from_analysis_to_decision-making
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf2 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. -
500 Kuo, M. & Bolton, M. (2013). Géotechnique 63, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/223.pdf28 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%. -
D:\Current_work\Asymmetrically-Bistable Structure…
www-civ.eng.cam.ac.uk/dsl/publications/Asymmetrically-Bistable_SDM_Paper.pdf29 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. -
Energy Conservation as a Principle Underlying MobilizableStrength…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/210.pdf20 Mar 2012: 100. 200. 300. 400 Diaphragm wallAnchored wallSheet pile wallSlurry wallContiguous pile wall. -
[doi: 10.1680/geot.2008.58.9.693] 693 Introduction for the 46th…
www-civ.eng.cam.ac.uk/geotech_new/people/mair/Rankine%202006.pdf27 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 -
GTGTENG-2901 1575..1589
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/226.pdf28 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. -
Wrinkled membranesPart II: analytical models
www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p03-p.pdf23 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 -
TR339
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf6 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. -
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.
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