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
Did you mean economiespast |u:www-civ.eng.cam.ac.uk?
31 - 40 of 59 search results for Economics test |u:www-civ.eng.cam.ac.uk where 4 match all words and 55 match some words.

  1. Results that match 1 of 2 words

  2. Bolton, M. D. & Powrie, W. (1988). Glwtechnique 38, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/15discussion_Geotechnique_No38_Is2_324_325.pdf
    6 Jan 2004: Such. influences must be minimized and, ideally and ultimately, quantified. The Writer points out that complementary shear bands were found to propagate through the photographic markers in Test DWC07. ... vulnerable to progressive failure, which could be

  3. ���� �������� ��� ����� �� �� ���� ��� ������ ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112_Geotechnique_No51_Issue10_835_847.pdf
    5 Jan 2004: Field trial. Test results. LABORATORY INVESTIGATION OF GROUTING IN CLAYS. Test apparatus, soils and grouts. ... Test results. FINITE ELEMENT MODELLING OF GROUTING IN CLAYS. Simulation of the laboratory experiments.

  4. mc510501 295..307

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf
    7 Jan 2004: Table 2. Details and results for the filtration tests. Test Material tm: min ó: kPa wg wc df : mm tf : s kc 3 106:m=sÿ1. ... In. test G27 and later tests, electronic instrumentation. measured the displacement of the consolidometer pis-.

  5. C:\Documents and Settings\Sergio\My…

    www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf
    30 Mar 2004: 19 A prototype bistable strut. Experimental Results. Having manufactured a working bistable strut,this was then tested in an Instron materials test-ing machine.

  6. Komiya, K., Soga, K., Agaki, H., Jafari, M. R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112dis_Geotechnique_No53_Issue4_447_448.pdf
    7 Jun 2004: In the experiment, the compressibility of the grout wasevaluated separately from the grout injection tests. ... pressure as used in the grout injection tests. With the know-ledge of the compressibility of the overconsolidated soilsample, the volume loss

  7. 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.pdf
    6 Jan 2004: Both tests must have been difficult to carry out satisfactorily, for con- trasting reasons. ... IMPLICATIONS FOR FIELD TESTING Although the foregoing has been concerned. with the collation of laboratory test data, it has a strong implication for the

  8. Palmer, A. C. et al. (2003). Géotechnique 53, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/135_Geotechnique_No53_Issue10_877_883.pdf
    6 Jan 2004: 877. Uplift resistance of buried submarine pipelines: comparison betweencentrifuge modelling and full-scale tests. ... Fig. 1. Relation between displacement and force in 1g tests on220 mm pipe.

  9. Take, W. A. & Bolton, M. D. (2004). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128dis_Geotechnique_No54_Issue3_229_232.pdf
    7 Jun 2004: The authors state that ‘tensiometer response times underlow absolute pressures are an excellent indicator of tensi-ometer saturation’, implicitly referring to the tests shown inFigs 12 and 14. ... However, in these tests, water in thetensiometer was

  10. 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.pdf
    6 Jan 2004: 589. Test identifier Cell pressure: kPa Voids ratio. Dynamic tests 1 2 3 4 5 6. ... APPENDIX 1. TEST APPARATUS AND PROCEDURES. Dynamic tests The resonant column rig was designed by K.

  11. Soga, K., Au, S. K. A., Jafari, M. R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf
    7 Jun 2004: 3(c)); and (b) grout injection tests using differentdiameter consolidometers (50 or 100 mm diameter) with asingle injection point (single injection test; see Fig. ... LABORATORY INVESTIGATION OF MULTIPLE GROUT INJECTIONS INTO CLAY 89. test data is

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.