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28 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.

23 Jun 2008: This is conducted by means of centrifuge model tests. Model piles were loaded close to a model tunnel in-flight at 75g. ... The centrifuge tests in this study show that the loading impact from the bored piles on the tunnel is rather limited.

26 Jun 2001: Several centrifuge tests were conducted on the same model at different 'g' levels. ... The results from the F.E. analyses compared well with the centrifuge test data.

31 Mar 2004: Accelerated ageing tests using elevated temperatures were therefore conducted up to 3 months, to investigate the various physicochemical characteristics of both un-aged and aged treated soils. ... In freeze-thaw durability tests some multiple-contaminant

27 Oct 2008: In the experimental work, the performances of optical cables embedded in concrete beams are studied via uniaxial loading tests. ... Separate tests were conducted to study thermal behaviour of optical cables using thermal bath and during concrete curing.

2 Nov 2011: Laboratory tests were conducted to investigate the effect of changing treatment factors such as chemical concentrations, retention times and effective input rates (mole/litre/hour) on chemical efficiency. ... with cementation was different from previous

17 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

17 Aug 2001: The test. procedures roughly followed the same steps reported by Evans et al. ... open. 2. 3 Sequence of operations during test. Test CBLCl was conducted on Wednesday 21st.

3 Feb 2010: Dynamic centrifuge tests have been conducted on small-scale tunnel models for this purpose. ... These deformations were measured using Particle Image Velocimetry (PIV) technique for the first time in a dynamic centrifuge test involving earthquakes.

6 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

26 Jun 2001: Since then design theories have been developed alongside an increasing database of full scale, small scale and centrifuge model tests. ... Keywords: geosynthetic, reinforcement, tension, reinforced soil wall, centrifuge model test, strip load cell,

2 Nov 2011: Mini ball-penetrometer tests on natural cores confirm the crustal strength, and indicate a sensitivity of 3 within the crust. ... However, pipeline interface tests using the Cam-shear device demonstrate a significant variability in the measured interface

26 Jan 2006: In this research, the horizontal arching mechanism and lateral deformations of cantilever walls are investigated using centrifuge tests. ... A series of six tests was carried out at 45g and the panel widths and thicknesses around the model basement were

5 Nov 2003: The failure mode observed in the tests was similar to those observed in the field in laterally spreading soil. ... Keywords: Pile failure, Buckling instability, Liquefaction, Case histories, Centrifuge tests, Slenderness ratio, Lateral spreading.

26 Jun 2001: Laboratory tests were conducted on clay contaminated with inorganic pore water solutions. ... Permeability, rheology and capillary suction time tests were conducted to observe the change in physical and chemical properties of the clay with changes in

6 Oct 2005: g. Time(s). TEST IT09. FLIGHT 1. Scales: Prototype. Long-Term Time Records. ... 5. 0. 5. 10. g. Time(s). TEST IT09. FLIGHT 1. Scales: Model.

29 Nov 2007: Pseudo-static BNWF models have been developed which can determine the complete post-buckling response of the system and have been fully validated against centrifuge test data. ... The BNWF analyses and empirical settlement equations were combined to map

25 Aug 2006: This thesis describes dynamic centrifuge tests undertaken to try and increase understanding of three such remediation methods: containment walls, cemented zones and inclined, non-loadbearing micro-piles. ... Centrifuge tests with a simple SDOF frame

14 Dec 2009: Also, important differences were noted between the centrifuge test results and the Mononobe-Okabe analysis. ... Further tests are needed to ascertain the real seismic behaviour of embedded retaining walls.

11 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.

16 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

4 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.

26 Jan 1999: 3 TAYLOR'S INTERLOCKING. 3.1 Taylor (1948) and his sand tests at MIT. ... Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests.

14 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.

17 Dec 2008: 2-chlorobenzoic acid). The short and long-term effectiveness of the S/S treatment was examined through results of batch leaching test, chemical, mechanical and microstructural properties. ... The experimental techniques employed to assess the long-term

2 Nov 2011: Permeability tests are performed on fissured London Clay, exploring the effect of isotropic stress cycles on the permeability of fissures.

13 May 2011: Extensive data was generated in a series of laboratory tests in order to develop process envelopes for S/S treatment of contaminated soils using a real site soil contaminated with a ... monolithic leaching, contaminant extraction and dehydrogenase

19 Dec 2008: tests were successfully simulated.

8 Apr 2011:

13 Apr 2011: The algorithm was checked against the centrifuge model test results and the numerical analyses, and design charts were produced for free headed piles only_ Finally a design procedure was recommended for

27 Jun 2008: At present, all earthquake tests carried out at Cambridge use one of two "equivalent shear beam" (ESB) model containers of the latter type.

14 Mar 2002: A discrete element package PFC3D is then used to model individual particles in simple crushing tests.

11 Mar 2008: Small-strain stiffness and its dependency on mean stress level were successfully measured and compared well against data obtained from triaxial tests.

17 Aug 2001: Experimental Testing. Two tests are presented in which the performance of the chamber has beenevaluated. ... Test ECOl, Laboratory Evaluation I. An overview of the test is shown in Figure 2.

7 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

10 Jan 2011: Significant excess pore pressures were generated by the jet grouting. Further investigation into greenfield ground movements in sands has also been carried out, through comparison of three separate centrifuge tests which

29 Nov 2007: In all simulations and tank tests, PITT-based PCE volume estimates showed wide ranges of accuracy, ranging from 70% under prediction to 20% overprediction.

14 Dec 2006: Tests performed using different chemical compositions but under otherwise identical conditions demonstrated that the lubricant composition significantly affects the rate of build-up as well as the final magnitude of effective

8 Apr 2003: A series of 12 centrifuge tests was designed and carried out at the Schofield Centrifuge Centre using the 10m beam centrifuge.

3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment.

11 Aug 2003:

27 Jun 2008: Centrifuge tests, simulating the one-dimensional consolidation of, and contaminant migration from, a mineral waste site were conducted and a two dimensional finite element program has been developed to simulate the

26 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].

10 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

8 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

18 May 2005: and specific in situ test results. This thesis identifies and, where possible quantifies, the.

22 Feb 2011: Buildings for the earthquake test. Collapse. Files to download:-.

19 Feb 2008: K. and Pellegrino, S. (1991). The Pantographic Deployable Mast: design, structural performance and deployment tests.

11 Jul 2006: This is achieved by conducting a series of unconfined compression tests in wet-soil mixed specimens prepared both mechanically and using a laboratory-scale auger-mixing equipment.

26 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.