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  1. Results that match 1 of 2 words

  2. Proceedings of the 5th International Conference onComputation of…

    www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf
    2 Feb 2006: the existence of intermediate configurations where the path bifurcates. In this paper, we aim to developa simple and yet efficient analysis scheme that enables a designer to test for the existence
  3. 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.
  4. Proceedings of 30th International Conference on Ocean, Offshore and…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/209.pdf
    3 Aug 2011: tests:. 1. estimation of preconsolidation stresses of crust samples;2. investigation of the compression and unloading behaviour. ... dometer tests, it is not explicitly known when the majority ofthe pellet crushing occurs.
  5. t07-037 977..996

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/184.pdf
    21 Jul 2008: Test programmeA total of five tests were carried out, two on kaolin and. ... the actuator was modified to eliminate friction within thevertical guides. The results of test WA1, which are typicalof these tests, are plotted in Fig.
  6. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: Packaging. Displacement controlled static packaging tests werecarried out vertically in an INSTRON testing machine. ... Fig. 14 Localization of deformation in the verticalpackaging test. The finite element simulation results for Config VIII–
  7. D:\Papers\Optimization cover plates\cover-plates-paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf
    10 Jan 2004: differences. A series of test cases are presented, whose results agree with previously. ... plates. An initial example is investigated to test the optimization code, written in Matlab.
  8. 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.
  9. Kwok, C. Y. & Bolton, M. D. (2013). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/228.pdf
    29 Nov 2013: 5.Robertson (2000) tried single-particle-crushing (SPC) tests fordifferent stiffness – bond strength ratios. ... By comparing theslope of the force – strain graph between the SPC test and.
  10. D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf
    29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads.
  11. 26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span.
  12. P:\09-T-N-FL\09242-Chan\Prelims\Prelims

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf
    6 Feb 2007: Figure 8. Stress-strain response for Koconsolidated undrained direct simple shear tests on Boston Blue Clay (Ladd andEdgers, 1972). ... 1972). Consolidated-undranineddirect simple shear tests on Boston blue clay. Res. ReportR72–82, MIT, Cambridge, Mass.
  13. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Thu, 07…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/201.pdf
    2 Aug 2011: The numerical resultsare compared quantitatively with the test data of soilsfrom the literature. ... All tests were performed underdrained conditions, which naturally produced both deviatorand volumetric deformations.
  14. E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf
    27 Mar 2000: At the time of writing, tests havebeen carried out only on a 1 mmthick dish with a skirt 43 mm wide, loaded at 90 from the cuts. ... Thescatter in the displacements measured belowP = 8 N suggests that —despite the use of steelguides— there is still
  15. 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
  16. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf
    2 Aug 2011: MODEL TEST OBSERVATIONSCheuk et al. (2007) presented the results of a series of. ... COMPARISON WITH MODEL TEST DATABASEA large database of pipe and anchor pullout tests has been.
  17. CAM-Sat:Computer Controlled Saturation for Geotechnical Modelling…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR%20348.pdf
    13 Nov 2009: Takahashi et al. (2006) carried out tests which show that flushing a modelwith CO2 before the pore fluid is introduced to the model leads to higher degreesof saturation. ... during your centrifuge test.
  18. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/08denton.pdf
    11 Jul 2007: summarised in Table 1. These are similar to test specimen ML3 of Marti et al [18], although, perhaps somewhat unrealistically, the reinforcement in each face is here assumed to lie at ... 9] Marti, P.; Leesti, P.; Khalifa, W. U., [1987]. “Torsion Tests
  19. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/11gurley.pdf
    11 Jul 2007: laboratory test furnace but whether they are likely to survive other exigencies and be around and able to fulfil their task in a real fire.
  20. Marketos and Bolton 2006 Yamaguchi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/175.pdf
    2 Aug 2011: It should be noted that the values for stiffness are of the order of magnitude inferred from single crushing tests on quartz particles reported by Nakata et al. ... 1999. A probabilistic approach to sand particle crushing in the triax-ial test,
  21. Cyclic axial behaviour of piles and pile groups in sand

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/219.pdf
    28 Nov 2013: Methodology. Test apparatusSingle pile and pile group tests were conducted at 50g in. ... In addition to the cyclictests a series of monotonic loading tests were carried out.In each single pile cyclic loading test, displacement-controlled.

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