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11 - 30 of 43 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 42 match some words.

  1. Results that match 1 of 2 words

  2. Database of closed-ended piles in sand: a comparison of qc and qb

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR327.pdf
    15 May 2003: This paper is concerned only with closed-ended piles in sand, for which field load test data from 28 pile tests at 12 sites was collated by Chow. ... Test 6C was hammer driven. The tests were conducted with the tip of the pile at a shallow embedment into

  3. Yetginer_BGApaper

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf
    22 May 2003: Table 1: Schedule of tests at Takasu Test Site. The load tests were continued until a settlement of D/4=25mm was reached. ... Circular Twelve Pile Group. P12 128.5. 600 (50). Table 2: Results of load tests at Takasu Test Site.

  4. March 12, 2003 11:8 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf
    14 Mar 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7.

  5. A novel urban foundation system using pressed-in H-piles

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/130_ECSMGE_2003_vol2_425_430.pdf
    30 Aug 2003: A total of four load tests were carried out, of which test nos. ... Table 1. Shinagawa load tests results Test No. 1 No. 3 No.

  6. GROUND-BORNE VIBRATIONS DUE TO PILING OPERATIONS

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/132_BGA_2003_743_756.pdf
    3 Mar 2003: 1 Takasu test-site, Kochi Japan. July 2002. Made ground overlying silty sand. ... 3 Takasu test-site, Kochi Japan. July 2002. Made ground overlying silty sand.

  7. April 30, 2003 18:33 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/OMAE2003-37465.pdf
    22 May 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7.

  8. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering!

  9. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: PILE BUCKLING IN A CENTRIFUGE TEST. Dynamic centrifuge tests were carried out at Cambridge Geotechnical Research Group to verify if. ... stiffness. Table 2: Summary of the centrifuge tests. Test ID Pile ID.

  10. o bewherebrittleerin an cement.current ity. Shear Analysis of…

    www-civ.eng.cam.ac.uk/cjb/papers/p47.pdf
    16 Oct 2003: 1987; Russo et al. 1991!, but remains empirical. It isbased on tests using steel-reinforced concrete, and thus cannodirectly applied to FRP-reinforced concrete. ... A small number of tests have been carried outestablish equivalent constitutive equations

  11. D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf
    14 Feb 2003: Twotypes of vibration tests were carried out: (i) a linearidentification test using slow sine sweep and constantsine excitation, and (ii) a nonlinear identification testusing slow sine sweep excitation. ... A Polytec PSV300scanning laser vibrometer was

  12. T:ISSUESSPRINGER@35_GM�_4�6@35046.DVI

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/92_Granular_Matter_No2_vol4_179_187.pdf
    8 Dec 2003: Fig. 9. Results of oedometer tests on the uniformly-gradedand well-graded soils. ... 1995)15. BS 1377, Methods of test for soils for civil engineering pur-.

  13. E:/Diplomarbeit/Latex/Thesis.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: These systems can host test structures ofalmost unlimited size even when motion exists. ... disadvantage.However, the range of possible dimensions of test articles is almost unlimited.

  14. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/tanabst.htm
    7 Nov 2003: Modal tests are carried out on the mast to establish the variation of modal parameters with prestress levels, input force amplitudes, and gravity orientation. ... The dynamic model is validated against the experimental observations from the modal tests.

  15. CUED Structures Group Theses - Kwan

    www-civ.eng.cam.ac.uk/abstract/kwanabs.htm
    13 Nov 2003: Tests on the length and shape accuracy of the mast have also been performed and recorded. ... Collectively, these tests showed some important characteristics of the proposed mast.

  16. CUED Structures Group Theses - Ashour

    www-civ.eng.cam.ac.uk/abstract/afaabs.htm
    10 Nov 2003: A series of tests on reinforced concrete continuous deep beams was performed to aid in the development of such models. ... Present codes of practice (ACI 318-89 and CIRIA Guide 2) for continuous deep beams showed little agreement when compared to test

  17. p1aper1003.dvi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf
    15 Oct 2003: Its originality lies in two. main points: firstly, we use original test conditions. ... a few tests (e.g. test no1 for dry sugar at ε̇a = 0.16 %/sec).

  18. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wattabs.html
    12 Dec 2003: Analyses of the deployment moment, buckling moment and. stiffness are made and then compared to experimental tests. ... measured from experimental tests. A review of damping methods used in deployable structures and their applicability to structures with

  19. CUED Structures Group Theses - El-Sheikh

    www-civ.eng.cam.ac.uk/abstract/aiesabs.htm
    10 Nov 2003: A series of full-scale tests has been carried out on three double-layer square-on-square space trusses including two non-composite and one composite truss. ... A series of tests was also carried out on CSF nodes and splices in order to develop a

  20. SDM2003_1978.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf
    28 Feb 2003: To test the manufacturing and deployment procedures,four demonstrator masts were built at various stages inthe development process.

  21. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/leungabst.htm
    13 Nov 2003: In order to illustrate the accuracy of the present model, a series of compression tests on concrete specimens with either single spiral or interlocking spirals were carried out, and good consistency

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