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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
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