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Centrifuge Modelling of Upheaval Buckling
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR314.pdf8 May 2002: Actuator. Water. Figure 4: Schematic diagram of test apparatus. The tests reported here were carried out with the centrifuge axis vertical so that the sum of the 10g. ... Loose cyclic test: C1. 7. The monotonic tests consisted of a simple pullout where Results that match 1 of 2 words
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Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: A physicalmodel is built to analyse the feasibility of the concept and to test various deploy-ment schemes. ... A physicalmodel is built to analyse the feasibility of the concept and to test various deploymentschemes. -
CUED Bridge Research Projects: Strength Assessment of Concrete Bridges
www-civ.eng.cam.ac.uk/brg/cobras/30 Sep 2002: However, experiments and full-scale load tests confirm that bridges are often able to carry loads well in excess of the theoretical capacity calculated using this approach. -
2D NAPL experiments using the CU y-radiation system H. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf7 May 2002: Armbruster, 1990. 3! '"1"! -. 1.3 Test fluid. The lighter than water Non Aqueous Phase Liquid used was Soltrol 220 (Phillips. ... what is happening inside the tank. In order to compare past test results obtained at CU with these experiments, the same -
CUED Bridge Research
www-civ.eng.cam.ac.uk/brg/brg.htm27 Sep 2002: This involves looking at the effect of uncertainty in non-destructive test methods on the decisions made with relation tobridge safety and also on bridge maintenance and repair actions. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf28 Feb 2002: 2-. 2. Experimental Procedure The test series consisted of seven oil-saturated tests (SKH-5 to 11) and one dry test (SKH-12) carried. ... 2000). The results of test SKH-9 are plotted in Figures 18 & 19. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 3-. 2. Experimental Procedure The test series consisted of five oil-saturated tests (SKH-13 to 17). ... This test consisted of a single circular flexible pile. in a liquefiable slope. -
Development of a novel self-boring permeability measurement technique
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ratnam.htm20 May 2002: SBP tests can also be carried out. In order to interpret the test, new geometry constants (shape factors), specific to the test cavity shape, were required. ... Tests were conducted at three natural soil deposit sites and one engineered barrier test site -
Excess pore pressures under cyclically loaded model jack-up…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-hsu.htm13 Feb 2002: The test series has shown that macroscopic partially drained behaviour was different from that expected in the drained or undrained conditions. ... There is no evidence of pore pressure building up in any of the events conducted in the nine tests. -
An investigation into the behaviour of pressed-in piles
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-white.htm27 Jun 2002: A series of 8 calibration chamber tests is reported. The pattern of soil displacement during pile installation was measured. ... Four series of field tests using pressed-in piles were conducted. The first series demonstrated that internal shaft friction -
Effects of Earthquake-induced Liquefaction on Pile Foundations in…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-haigh.htm16 Apr 2002: Eight tests were carried out on laterally spreading slopes and a further five on slopes containing instrumented pile foundations. ... Using linearised pore pressures overestimated the measured slope displacements as dilation limits the movements measured -
The Ageing and Creep of Dense Granular Materials
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-bowman.htm11 Dec 2002: During loading, tests conducted at different rates showed no influence on the strain developed. ... In unloading, the slower rate tests produced greater shear strains once the condition became extensive. -
Publications / Presentations
www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html7 Mar 2002: Environmental Geotechnics. 29. M.C Barbosa, R J Lynch,. and J.D McKinley, "Migration of aqueous acetone and potassium chloride through kaolin: minidrum centrifuge test CBLC1", Cambridge University Engineering Department Technical ... imaging techniques -
Computer simulations of crushable aggregates
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-robertson.htm14 Mar 2002: A discrete element package PFC3D is then used to model individual particles in simple crushing tests. -
The significance of boundary conditions in dynamic centrifuge…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teymur.htm16 Apr 2002: effects. A series of centrifuge tests involving loose and dense, dry and saturated models of homogeneous horizontal sand layers has been carried out to investigate the effects of the end-walls -
D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 Jan 2002: A summary of allthe test results and analytical predictions is given in Table 1. ... The test results for the overall stiffness of thehinge in each component direction can be seen in Figure 7. -
D:\Current_work\Stiffened Springback ESTEC\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf27 Aug 2002: 2.5. 3. 3.5. 4. 4.5. FE simulation. Displacement (mm). For. ce (. N). Test 1. Test 2. Figure 8: Comparison of two tests on Config-uration A dish with ... Test 2. Figure 9: Comparison of two tests on Config-uration B dish with FE analysis. -
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... Comparison with Sewall’s Experiment. The third test case was based on one of the tests re-ported in Ref. -
GeoPIV
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR322.pdf17 Oct 2002: in a style suited to the analysis of geotechnical tests. This technical report explains. ... accurate and precise deformation data from a geotechnical test. As noted earlier, the. -
MICRO-GEOMECHANICS M.D. Bolton and Y.P. Cheng CUED/D-SOILS/TR323…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR323.pdf9 Sep 2002: Enlightened modellers may seek to cross-correlate modelling parame-ters with index test values in order to maximise the use of this plentiful empirical information. ... This is not the case, however. Two factors of uncertain origin emerge from test data. -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: 2.5. 3. 3.5. 4. 4.5. FE simulation. Displacement (mm). For. ce (. N). Test 1. Test 2. Fig. 13 Comparison of two tests on ConfigurationA dish with FE analysis. ... Test 2. Fig. 14 Comparison of two tests on ConfigurationB dish with FE analysis. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: Single Particle Optical Sizing (SPOS), has been evaluated. A series of tests were. ... Tests J40-J42. Tests J37-J39. Best fit line and /- 2% error envelopes. -
TR324
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf7 Oct 2002: Table 3: Summary of the tests. Test ID Parameters involved in the test Remarks SB-02 (with soil). ... head in the direction of buckling in tests SB-04 and SB-05 and hence the test results. -
A New Technique for Simulation of Collapseof a Tunnel ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf7 May 2002: A brief summary of each of the tests is given in Table 2.1. ... 2.4 Test ProcedureBefore starting the centrifuge, the initial ground profile was scanned. -
"","" .m. , , ~ .. BEHAVIOUR OF A ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR311.pdf7 May 2002: The triaxial tests from which Thurairajah got data were timed to achieve pore pressure equilib-rium by the end of a test and there were questions about the early part of ... Early test data had misled us into believing that the yield locus might be an -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: To cross-head. To baseof Instron. Figure 5.2: Kxx test set-up. Prediction of Rolamite Stiffness. ... ess. N/m. m2. E=13200. Figure 5.10: Stiffness test on coated wire used in hinge. -
D:\Current_work\CRTS Reflectors\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf27 Aug 2002: This was probably due to the damage mentioned above. This test confirmed a conclusion already reached in [8], that an advantage of this packaging scheme is that themembrane provides a useful ... The expected root-mean-square surface error ofthe -
1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf7 Jul 2002: D50 0.1mm) De Nicola (1996). Best fit to database of centrifuge tests. ... Bruno (1999). Best fit to field test. L= 45 m D= 0.76 m. -
D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf22 Mar 2002: thickness of the membrane. Values between 1% and100% of the thickness have been used, considering dif-ferent imperfection magnitudes to test the sensitivityof the predicted response. ... Note that all of these modes closely resemble theexpected wrinkled -
C:\Documents and Settings\Administrator\My…
www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf14 May 2002: This test confirmed a conclusion already reached bySeffen et al. (2000), that an advantage of this packagingscheme is that the membrane provides a useful couplingbetween the motion of the ribs. -
An atmospheric chamber for the investigation of the effect of…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/121_ICPMG_2002_765_770.pdf26 Feb 2002: humidity could only be dropped to the ambient conditions on the test day. ... The seasonal cycles shown in Figure 7 are midway through a test sequence and begin at the end of a wet winter. -
1 INTRODUCTION The technology for the measurement of positive ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/120_ICPMG_2002_89_94.pdf26 Feb 2002: 1994. Pore pressure meas-urement during centrifuge model tests: Experience of five laboratories, In Leung, Lee, and Tan (eds), Centrifuge ’94: 101-108.
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