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MODELLING OF HYDRAULIC FRACTURING IN CEMENT BENTONITE GEOMATERIALS
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ng.html22 Jun 2009: process of a double packer test, corresponding types of laboratory tests have been performed. ... The results indicate that while the peak cavity pressure increases with the confining pressure in both types of tests, it increases with injection rate only -
CUED home page - W Huang: behaviour.html
www-civ.eng.cam.ac.uk/dsl/research/ki206/bistable.html6 Nov 2007: Experiments, including Tension, bending and torsion tests are performed to characterise the behaviour of PP/Glass laminated composite. -
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. -
Geotechnical centrifuge development can correct soil mechanics errors
www-civ.eng.cam.ac.uk/geotech_new/people/ans/gc.html17 Dec 1998: I developed drum centrifuges in Cambridge to reduce the cost of centrifuge tests, to improve the accuracy, and reduce the labour and the time needed for any one test series. ... Our test data are used to validate numerical models and our small scale -
A note on Taylor's interlocking and Terzaghi’s "true…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/GeotechNews.htm6 Jan 2000: Roscoe, Schofield, and Wroth (1958) used test paths to critical states to explain water content changes in drained triaxial tests and pore-pressure changes in undrained tests. ... Coulomb reports tension and shear tests on two square inch cross section -
Fundamental Study of Compensation Grouting
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-au.htm16 Feb 2010: Laboratory single and simultaneous injection tests were performed on kaolin clay to investigate the effect of overconsolidation ratio, grout material properties (grout viscosity and water cement ratio), grout injection volume, radial ... The effect of -
Centrifuge and Numerical Modelling of Pile and Penetrometer in Sand
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-gui.html26 Jun 2001: 26 centrifuge tests, 12 triaxial compression tests, and 12 shear box tests were carried out. ... v. ). Keywords: CPT, pile, centrifuge test, sand, slope test, pull-out test, triaxial test, total stress cell, dimensional analysis, numerical analysis, -
Long-Term Engineering Performance and In-Situ Assessment of Cement…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Joshi.html24 Feb 2010: desiccation (due to groundwater fluctuation and weathering action), mix proportion of ingredients, and scale (or size) of test section. ... A conceptual framework for constitutive modelling is proposed based on the triaxial test results. -
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.
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