Search

Search Funnelback University

Search powered by Funnelback
1 - 10 of 15 search results for Economics middle test |u:www-civ.eng.cam.ac.uk where 0 match all words and 15 match some words.
  1. Results that match 2 of 3 words

  2. Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf
    22 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).
  3. TR305

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf
    17 Aug 2001: Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests. ... A typical early Imperial College drained test on the wet side of critical states had a duration that ensured that the pore pressure gradient from the middle to the
  4. TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 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. -.
  5. Grouted ground anchors and the soil mechanics aspects of cement…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mckinley.htm
    24 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
  6. ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf
    31 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.
  7. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: 1 2 NEW SAND POURING TECHNIQUE. 12.1 Introduction12.2 Preliminary tests. 12.2.1 Initial designs12.2.2 Sand base layer12.2.3 Test with spreader apparatus / friction problem. ... Every other aspect of the tests were identical. Severe pockmarking
  8. The Study ofRelative Density and Boundary Effects for Cone ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf
    22 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.
  9. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 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.
  10. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf
    21 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.
  11. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 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.

Refine your results

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.