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VizieR Search Page
https://people.ast.cam.ac.uk/~rgm/apmcat/cds/VizieR-apmcat-poss1-all.html27 Jun 2001: Maximum Entries per table:. 10. 20. 50. 100. 200. 1000. 9999. -
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. -
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). -
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. -
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 -
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. -
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]. -
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. -
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.
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