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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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