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TR338
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf6 Oct 2005: 3. Testing Procedure Testing procedure was similar for both IT04 and IT06 tests. ... 10. 0. 10. 20. g. Time(s). TEST IT04. FLIGHT 1. Scales: Model. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/photos.htm14 Aug 2001: Video image from centrifuge test of DNAPL. migration in sloping sand layers. ... test of LNAPL migration in sloping sand layers. Contours of LNAPL concentration. -
frprcs9final00067
www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf26 Mar 2010: Tensile, SIM and SSM tests were conducted using the same experimental set-up (Fig. ... in deriving rupture times which by conventional creep tests would have required months or years. -
TR339
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf6 Oct 2005: This chapter presents results from dynamic centrifuge tests on three difference MSW landfill. ... Table 1.4 Simulated earthquake loadings in test IT07, prototype scale [model scale]. -
Ground Improvement with Conventional and Novel Binders
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-jegandan.html14 Oct 2010: Also, novel binders such as magnesia cement, zeolite cement and slag-magnesia blend were also studied to test their applicability in ground improvement. -
Permeability and stress-strain response of speswhite kaolin
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-al-tabbaa.html23 Feb 2006: A detailed experimental investigation of the stress-strain behaviour of kaolin was carried out using a computer controlled triaxial apparatus supplemented by tests in an oedometer. -
Remediation of DNAPL using Surfactant flushing-Mass flux approach.
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kulasooriya.htm23 Nov 2005: This flow bypass effect can reduce the overall mass flux. Comparison between the one-dimensional column and two-dimensional tank test results show that the flow bypass resulted in a -
ACM-046
www-civ.eng.cam.ac.uk/cjb/papers/cp66.pdf20 Jul 2004: Test No. No. of tests 5hrs 5hrs 5hrs 5hrs 5hrs. SIM70-01-01/02 2 25 40 60 80 100. ... Two tests were carried out at each test number; to distinguish them the following identification was used:. • -
www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf
www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf8 Apr 2011: -
frprcs9Final00123
www-civ.eng.cam.ac.uk/cjb/papers/cp84.pdf26 Mar 2010: 5 COMPARISONS WITH TESTS: PLATE END DEBONDING 5.1 Plate end interface crack induced debonding. ... The analysis of other test data also shows similar results validating the present analysis [4]. -
Οδηγίες για την προετοιμασία του τελικού κειμένου του 1oυ Συνεδρίου…
www-civ.eng.cam.ac.uk/cjb/papers/cp80.pdf8 Apr 2011: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the -
021004_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf26 Mar 2010: A test plan of all creep tests carried out is given in Table 1. ... Some creep tests, for example test CCTK-70-01 (Fig. 6), had to be discarded, because slip events were observed. -
021003_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp89.pdf26 Mar 2010: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center oven (Fig. ... 160oC. Each test was repeated three times, giving a total of 72 tests. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf20 Dec 2001: The test was continued until snapping of the spiral occurred. For circular concrete specimens with a single spiral, tests were made at 8 days, 15 days and 28 days to obtain ... CONCLUSIONS Concentric compression tests on short AFRP spirally-confined -
Characterisation of long term behaviour of polyester fibres and fibre …
www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf27 Mar 2010: Therefore long-term creep of ropes is a subject of interest. However, few long-term creep tests have been performed in literature, as this kind of test is costly. ... temperature (the initial strain value is determined by performing tensile tests for -
www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf11 Aug 2003: -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/1-G_testing/photos.htm27 Jun 2001: Pull-out test showing a soil-mixed column. -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: In addition to the tests carried out in this pro-. gramme, additional test data was available from ICI. ... and additional weight was given to the control tests, for. which more test data was available. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hicksabs.htm10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Two specific longitudinal splitting modes were experienced in the new tests, which were strongly influenced by the arrangement of the stud connectors -
CUED Structures Group Theses - Kuang
www-civ.eng.cam.ac.uk/abstract/jskabs.htm10 Nov 2003: The method is less empirical and the predictions show good agreement with a wide range of test results from various sources. ... The proposed method for predicting the punching shear strength of laterally restrained slabs is shown to give good
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