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two-column lay out Millpress
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/163_ICSMGE_OSAKA_2005_Vol2_1685-1688.pdf18 Jan 2006: 2.24 1532 0.73 36% 42.5 13.1 FD 0.28 1551 0.71 92% 52 25 FM 0.28 1386 0.91 30% 39.9 9.9. ... Varying the mean particle size between 0.28 mm and 2.24 mm had a negligible effect on the peak uplift resistance and mobilisation distance. -
D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf14 Feb 2003: Mode 22 (41.81 Hz) Mode 23 (41.98 Hz) Mode 24 (44.32 Hz). -
1 INTRODUCTION The technology for the measurement of positive ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/120_ICPMG_2002_89_94.pdf26 Feb 2002: 24:1. König, D., Jessberger, H.L., Bolton, M.D., Phillips, R., Bagge, G., Renzi, R., and Garnier, J. -
54 Oztoprak, S. & Bolton, M. D. (2013). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/221.pdf28 Nov 2013: at three or more confining pressures, providing datafor the evolution of ªr: This identified 24 sandy soils, andtheir data were split into four groups, as shown in Fig. -
Numerical modelling of theelectrokinetic remediation ofheavy metal…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf17 Aug 2001: the advection-dispersion equation. The dispersion coefficient is given by:. DL = 0,: a,V (24). ... distribution of total copper respectively, while figures 23, 24 and 25 show the corresponding. -
S1 : Stadium Roof Design – Design Decisions
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decision%20Teachers%20Notes.doc2 Jul 2007: The new system has an estimated 24 miles of plastic piping running about 10 inches below the surface, from west to east. -
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 -
S2 : Stadium Rood Design - Emirates Structural Analysis
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S2%20Emirates%20structural%20analysis%20Teachers%20Notes.doc2 Jul 2007: d = 2cm. = 2 x 12.2 = 24.4m. Force = Moment. ... d. = 1030000000 = 42200000 N. 24.4. Which way round to the Tension and Compression forces act? -
gt470211 347..352
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf5 Jan 2004: TECHNICAL NOTE. Geotechnical properties of fresh cement groutÐpressure ltrationand consolidation tests. M. D. B O LT O N a n d J. D. M C K I N L E Y. KEYWORDS: compressibility; consolidation; constitu-tive relations; grouting; laboratory tests; -
Ground Movement Predictions for Braced Excavationsin Undrained Clay…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/165_2005_Vol132_No4_465_477.pdf12 Oct 2006: The undrainedstrength is given by: cu = co c1z = 0.21 8.19z 24.5 kPa, wherecoundrained shear strength at the ground surface, c1rate ofvariation of undrained shear strength with depth, and ... Geotech.Geoenviron. Eng., 1281, 13–24. Ikuta, Y., Maruoka, M. -
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: 24. 24 2. 4. 4. Fig. 6. Idealisation of pile in load-transfer analysis (Randolph,2003a). -
mc510501 295..307
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf7 Jan 2004: have been developed to describe the conditions inside a. grouted borehole,1,24. ... Pitman, Lon-don, 1973. 24. McKinley J. D. Grouted Ground Anchors and the Soil Mech-anics Aspects of Cement Grouting. -
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: The broad replication of stress magnitudes and stress paths permitted the full representation of wall deformation, soil strain and swelling, completing a 50 year full-scale lifespan in under 24 hours ... prCform8e. La reproduction essentielle des valeurs -
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: 23.0 24.6 22.1 12.7 16.5 11.9. Rupture Rupture Squash 16.3 84.7 121.9. ... 12.9m. 6.9m. Fig. 24. Idealized sliding wedge, test DWC 07. R S01l reactnon u Water thrust. -
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: 24,32 and 50 pixels respectively. ... 24 24. 50 50. Performance achievableusing film/video/target markers. Fig. 11. Precision against measurement array size. -
Bolton, M. D. & Wilson, J. M. R. (1989). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf6 Jan 2004: APPENDIX 2 The minimization of the mean square error. term given in equation (24) takes the following form (the bar denotes the time average). & ... BE(O, 8) = BE(B, 0) = 0. Substituting for E(O, 8), referring to equation (24)? - -
White, D. J. & Bolton, M. D. (2004). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/146_Geotechnique_No54_Is6_375_397.pdf8 Dec 2005: T1-DBS-64 DBS 1.30 64 32.2 Flat endedT2-DBS-44 DBS 1.48 44 32.2 Flat endedT3-DBS-71 DBS 1.24 71 32.2 Flat -
Physics of Liquefaction Phenomenaaround Marine Structures M. B. de ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/169_ASCE_2006_132_4_de_groot.pdf15 Aug 2006: 24 and 25. Fig. 12. Volume strain with moderate cyclic shear loading of drysand or silt. ... 24 and 25. This is called “cyclic mobility” Castro 1975. ndrained monotonic shear. -
Take, W. A. & Bolton, M. D. (2003). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf5 Jan 2004: 6.98. 6.24. 0 5 10 mm. (a). Stainless steeldiaphragm. Electricalconnection. (b). ... Physiol. 24, No. 1,1 – 22. König, D., Jessberger, H. L., Bolton, M. -
gt480506 667..679
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf5 Jan 2004: p/ KIc (24). Alternatively, we may write. óds. p/ ó0. d0. ... Soils Found. 24, No. 1, 77-89. Novello, E. A. & Johnston, I. -
PII: S0168-874X(99)00052-9
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf7 Jan 2004: Numer. Methods in Eng. 24 (1987) 337}357. [4] O.C. Zienkiewicz, M. -
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: Figure 24 compares the wall bending moments. Fig. 23. Approximate swelling pressure distribution. ... Analysis. Datum I. after increase in groundwater level. Fig. 24. Bending moments for DWC21. -
p1aper1003.dvi
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf15 Oct 2003: river sand (CU = 2.24) and Berlin sand (CU = 2.27) [11]. ... 33. 24. pressure. transducer. to vacuum pump. reflective. laser. device. emission/reception. -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: Figure 24 shows different representativeshapes of stress–strain curve for samples extracted from thesame in situ conditions with K0 = 1.0. ... 24. Different shapes of stress–strain curve (K0 = 1.0). Curve A n1 m1 B n2 m2 b2. -
Cheng, Y. P., Bolton, M. D. & Nakata, Y. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/138_Geotechnique_No54_Issue2_131_141.pdf7 Jun 2004: 18 20 22 24 26 28 30. 130. 128. 126. 124. ... 18. 12. 06. 0. 06. 12. 18. 24. 0 1 2 3 4 5. -
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: 72 BOLTON. zo-. 16-. Empwxil relatmn (11). 0 4 8 12 16 20 24! -
Cheng, Y. P., Nakata, Y. & Bolton, M. D. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/129_Geotechnique_No53_Issue7_633_641.pdf7 Jun 2004: Qualitative. Manuscript received 10 October 2002; accepted 24 March 2003.Discussion on this paper closes 1 March 2004, for further detailssee p. -
325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf5 Jan 2004: 11).There were 14 external piles for protection, which were totake most of the negative skin friction and were free tomove, and 24 internal end-bearing piles, which were con-nected -
PII: S0266-352X(02)00015-0
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/116_Computers&geotechnics_vol29_Issue8_587_607.pdf7 Jan 2004: Received 28 March 2001; received in revised form 22 March 2002; accepted 24 April 2002. ... International Journal for Numerical Methods in Engineering 1987;24:337–57. [10] Zienkiewicz OC, Zhu JZ. -
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: Received 14 February 2000; received in revised form 24 June 2000; accepted 8 July 2000. ... 24 J.S. Sharma, M.D. Bolton / Geotextiles and Geomembranes 19 (2001) 23}44. -
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: Collapse limit states of reinforced earth retaining walls. M. D. BOLTON and P. L. R. PANG7. The use of systems of earth reinforcement or anchorage is gaining in popularity. It therefore becomes important to assess whether or not the methods of
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