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ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...
www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf31 Aug 2001: Is this because thetechnology is wrong? Are the economics wrong? Are engineers too conservative? ... There will thus need to be research before economic designrules can be introduced. -
p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 Jan 2001: Adhesive-bonded beamsThe goal of the adhesive-bonded tests was to determine the. ... 9). Experimental methodologyThe AFRP tendons were prepared to suit the particular test se-. -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: models32 etc. The code rules are mostly based on a set of tests. ... Would. such a bridge be economic? It is made from a rectangular block. -
E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf21 Mar 2001: 5 Packaging and Deployment Tests 345.1 Zig-Zag Folding. 365.2 Wrapping. 375.3 Folding Machine. ... Figure 4.7: Hub connection between hub and membrane. Chapter 5. Packaging and Deployment Tests. -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 Mar 2001: 293.10 Unstressed rib shape. 31. 4.1 Schematic top view of test article. ... 404.9 Schematic layout of tension test on membrane strip. 434.10 Tension tests on membrane strips. -
Grouted ground anchors and the soil mechanics aspects of cement…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mckinley.htm24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical ... The calculated values for -
Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 Aug 2001: preliminary internal report for the purpose of generating such funds. In this report results from 1 wo centrifuge tests BET- 1 and BET-2 (Boundary Effects Test). ... the moment loading simultaneous iy in a direct shear box test, Stmud (197 1). -
The Study ofRelative Density and Boundary Effects for Cone ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf22 Aug 2001: 2.2 Some remarks about calibration chamber tests. 3 Centrifuge Tests. 3.1 Test programme. ... 3.1 Test programme. The detail and geometry of the tests are tabulated in Table 1. -
TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf29 Aug 2001: from shearvane tests, Hamilton et al (19!31). Assuming identical vertical stresses, overconsolidation. ... of the centrifuge test the fingers came cut of contact with the tower. -. -
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: The displacement of the model container and the block building models during centrifuge tests. ... S c a l e s : Model. TEST _, FIG.NO.MODEL M G - 1.
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