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ticks.dvi
https://www.cl.cam.ac.uk/teaching/2001/FoundsCS/ticks.pdf20 Sep 2001: Test it on things like [(1, 2), (2, 1)]: it must not loop! ... Test makeints by typing. makeints 4;tail it;tail it;. By typing tail it; again and again, you can see successive items in the stream. -
https://www.cl.cam.ac.uk/research/srg/netos/projects/archive/netx/code…
https://www.cl.cam.ac.uk/research/srg/netos/projects/archive/netx/code/jroute.readme.txt15 Nov 2001: n timeouts) - don't try reachability tests etc. -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 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. -
t.dvi
https://www.cl.cam.ac.uk/~sht25/thesis/t.pdf29 Oct 2001: Purpose-oriented indicative-informative summary:. Suggestibility was measured under indirect, auto-, hetero-, and conflictingforms of suggestion by using the Body Sway Test. ... The training af-fected positive behavior on the test in both healthy and ill -
E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf21 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. -
E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf5 Apr 2001: Deployment. tests carried out on this structure, with two different packaging schemes have confirmed that. ... only for a limited set of test cases it was possible to achieve full convergence. -
Centrifuge modelling ofinertial loading and pore pressure effects…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf17 Aug 2001: therefore relatively small. Test NP18 differed from the other tests in that seepage had. ... 6” slopes suffer greater deformation than the steeper 18” slopes. (g) The depth of flow recorded by Test NP16, Figure 9, is typical for Series C tests. -
RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf17 Aug 2001: 4. CS interpretation of triaxial test data, and ‘Wet clay’ (Original Cam-clay). ... Both drained and undrained test paths were predicted to lie on a line DC in Fig11. -
TR307
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf17 Aug 2001: Drum centrifuges were developed in Cambridge to reduce the cost of centrifuge tests, improve the accuracy, and reduce the labour and the time needed for any one test series. ... In a series of tests the walls of the model container are relatively closer -
Modelling of EmbankmentConstruction on Soft Clay in the Mk ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf17 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 -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 Aug 2001: Part I was successfully undertaken and led to the design and manticturing of a lg electrokineticcell and centrifuge test equipment and instrumentation for the two di&rent sets of tests. ... electrokinetics in a centrifuge,tests 1 to 4 involved -
Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 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). -
GEOTECHNICAL CENTRIFUGEDEVELOPMENT CAN CORRECT A SOIL MECHANICS ERROR …
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR308.pdf17 Aug 2001: Drum centrifuges were developed in Cambridge to reduce the cost of centrifuge tests, and toimprove the accuracy and reduce the labour and the time needed for any one test series. ... So for series of tests the walls of the model container arerelatively -
CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf17 Aug 2001: jackup on over-consolidated speswhite kaolin clay. Laboratory test data for this clay. ... test A. Three cycles were applied in tests B and C. -
CtsMathsNotes.dvi
https://www.cl.cam.ac.uk/teaching/2001/ContMaths/CtsMathsNotes.pdf25 Oct 2001: There are a variety of tests for the convergence of series such as the comparison test and theratio test. ... One such test that we shall need is d’Alembert’s ratio test which takes the followingform. -
Modelling of deformations inDynamic Soil-Structure Interaction…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf17 Aug 2001: Numerical modelling of centrifuge tests requires certain special considerations apartfrorn careful calibration of the constitutive model parameters using triaxial test data.Some of the special considerations which lead to better predictions -
Soil Grouting in theMini-Drum Centrifuge M D Bolton and ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR266.pdf22 Aug 2001: 1 3 Exposed section of clay on the ‘Horizontal’ fracture surface in Test. ... Figure 14 shows cross-sectionaldetails of the set adhesive from test CYC 10. -
Distribution
https://www.cl.cam.ac.uk/~afb21/publications/CT2001.pdf18 Sep 2001: As demonstrated in the Green and Petre (1996) paper, this approach identifies pragmatic 'yardsticks' and'straw tests'. ... These are not canonical or definitive tests, but simply a set of practical questions used to fuel a. -
2. Money and Tools for it's management
https://www.cl.cam.ac.uk/teaching/2000/Business/Bl2new.ppt30 Apr 2001: Tests. Liquidity Ratios. Profitability Ratios. Investment Ratios. Efficiency Ratios. Current Assets. ... Measures liquidity. < 1 indicates potential cash flow problems. Acid test (Quick Health check). -
Modelling the transport ofa pulse of two contaminants through ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf17 Aug 2001: post-test sampling showing a clear separation of the inorganic contaminant (sodium chloride). ... 2. Fig. 5. 4 6. Prototype depth: m. Contaminant plumes for test BAP2.
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