Search

Search Funnelback University

Search powered by Funnelback
10 results 20 results 50 results
Relevance Date (Newest first) Date (Oldest first) Title (A-Z) Title (Z-A) Distance URL (A-Z) URL (Z-A) Shuffle
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. 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.

  3. 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.

  4. 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).

  5. Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf
    22 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.

  6. 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.

  7. 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

  8. 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

  9. Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf
    17 Aug 2001: Photographs. were taken during the model preparation, before and after each centrifuge test. ... centrifuge test. ACC 1572 however registers some movement of the transducer in the.

  10. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: measured in laboratory test JMEK07, an experiment on E-grade Kaolin clay spiked with. ... measured in laboratory test JMEK07 superimposed. In figure 13 the final distributions of both.

  11. p96s41.PDF

    www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf
    19 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-.

Refine your results

clear all

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.