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10 Jan 2004: eg… accelerate electrons as a 1.5% systems test of a cold Linear Collider. ... Technical Advisors. Dave Finley Past BD Head (proton economics). John Marriner Past BD Head.

12 Jan 2004: Liquid Scintillator for a 50 KTon Off-Axis Neutrino Detector. Why Liquid Scintillator? Many examples of large detectors. Good performance – over long times. Proven tracking and calorimetry. Construction experience and costing. Minimal care needed.

15 Mar 2004: BHI 4 1 CJ 5 7. BHI 5 1. Using a non-parametric test, test the null hypothesis that, within the population concerned, there is no difference between the two religion ... Source: 2001/2 MST/Diploma Survey Using a non-parametric two-tailed test, test the

31 Mar 2004: In this work, a series of dynamic centrifuge tests were performed on a rigid foundation supporting a containment structure. ... The model test data obtained from the present centrifuge tests can be used to improve the design of the foundation of a high

20 Apr 2004: An auditincludes examination, on a test basis, of evidence relevant to the amounts and disclosures in the accounts. ... World Class Tests Ltd England Ordinary 100% Dormant 4. OCIAS Limited England Ordinary 100% Assessment services 4.

22 Apr 2004: Quantitative economics. Economics Tripos, Part I, 2004 – ECT1The examination will take place in the Sidgwick Avenue Lecture-rooms. ... Quantitative methods in economics. Economics Tripos Part IIA, 2004 – ECT2The examination will take place in the

7 May 2004: Although it is often the casethat natural functions and services cannot readily be assigned monetaryvalue, there is increasing appreciation ofthe economic functions that floodplainforest can perform. ... Monitoring velocityin overbank flow through woody

5 Jul 2004: Test the hypothesis that the components in the unlabelled box were produced by the first machine. ... that test scores are independent. (c) It is now discovered that student 10 differs from all other students in that she has not done economics before.

20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression.

20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... 6]. Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition, Willey.

20 Jul 2004: snowpacks. Data to develop and test the model have beencollected at Haut Glacier d’Arolla, Switzerland, and Midre Lovénbreen, Svalbard.There are two components to the model. ... Science 302: 856–859. Thompson, N.S. 2003. Migration and resettlement

8 Nov 2004: PART IIA EXAMINATION OF THE ECONOMICS TRIPOS. –––––––––––––––––––––––––––––––––––. Thursday 3 June 2004 9-12. ... 3. 9. Suppose that you are using Bayesian techniques to test two

22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved. ... Distinct soil failure zones were identified at the end of the tests, i.e.

14 Dec 2004: An auditincludes examination, on a test basis, of evidence relevant to the amounts and disclosures in the financialstatements. ... acquisition. Goodwill is amortised over 10 years on a straight line basis, beingits estimated useful economic life.

5 Jan 2004: undrained tests could only byconducted approximately due to difficulties with water control at boundaries. ... N. R. σmax ′. 7. records of the test history, where it has been written.

5 Jan 2004: Theparameters are dependent on the effective stresslevel; therefore, in order to determine soil para-meters relevant to models, in-ight tests such asthe cone penetration test (CPT) must be carriedout. ... 1986). The task, therefore, is to recognize the

5 Jan 2004: Fig. 1. A self-bored pressuremeter test with three unload/reload cycles. She. ... ssur. e]. Loop 1Loop 2Loop 3. SBP test in London Clay17.5 m.

5 Jan 2004: Fig. 2. Slurry ltration. Table 2. Details and results for the ltration tests. ... Table 3. Details and results for the consolidation tests. Test Material Äó: ó: ec E90: kc :kPa kPa MPa 10ÿ6 m/s.

5 Jan 2004: Various image-based techniques have been used tomeasure planar deformation fields in geotechnical elementand model tests. ... To find the displacement of the test patch between images. Image 1 (t t1).

5 Jan 2004: 2 would have increased the dispersion recorded at sional tests with two sensors present. ... Results of tests with copper sulphateparticles. In order to substantiate the copper adsorptionTo test the value of photometric sensors indetecting ‘real’

5 Jan 2004: 1990).The dilatational component of the internal angle offriction of a sand measured in a triaxial test is. ... Ff 2 fracture force. Polishedsurfaces. Fig. 1. Particle tensile strength test set-up (Lee, 1992).

5 Jan 2004: Field trial. Test results. LABORATORY INVESTIGATION OF GROUTING IN CLAYS. Test apparatus, soils and grouts. ... Test results. FINITE ELEMENT MODELLING OF GROUTING IN CLAYS. Simulation of the laboratory experiments.

5 Jan 2004: Figure 10 presents the distributions of dragloads as deter-mined from the centrifuge test and numerical analyses. ... Shibata, T., Sekiguchi, H. & Yukitomo, H. (1982). Model test andanalysis of negative friction acting on piles.

5 Jan 2004: Quality assurance of tensi-ometer readings by testing the device against negative waterpressures achieved at equilibrium, by itself, is not a suffi-cient test of saturation. ... 1960). Use of back-pressure to increasedegree of saturation of triaxial test

6 Jan 2004: Both tests must have been difficult to carry out satisfactorily, for con- trasting reasons. ... IMPLICATIONS FOR FIELD TESTING Although the foregoing has been concerned. with the collation of laboratory test data, it has a strong implication for the

6 Jan 2004: 589. Test identifier Cell pressure: kPa Voids ratio. Dynamic tests 1 2 3 4 5 6. ... APPENDIX 1. TEST APPARATUS AND PROCEDURES. Dynamic tests The resonant column rig was designed by K.

6 Jan 2004: More recently, video capture has been used to monitor de-formations in centrifuge tests (eg Allersma et al, 1994) and at-tempts have been made to measure triaxial test deformation by ... Typical image. ‘Gaugelength’40mm. Figure 9. The measurement of

6 Jan 2004: of the sample and the type of test, as shown in Table 1. ... Y(,,,,._. J,_____._. ,._.,. ,I. _. LJ. Fig. 19. Post-excavation soil movements, test DWC 07.

6 Jan 2004: The. plane strain tests were carried out using a simple adapter fitted onto the base of a standard Wykeham Farrance triaxial test cell, as shown in Fig. ... steady-state seepage is approached. This class of behaviour was observed in two of the tests on

6 Jan 2004: In order to test the adequacy of the friction criterion of equation (8). ... A mark 11 test package, shown in Fig. 7 and described by Pang (I 979), used the same sand and factory-trimmed aluminium reinforcement in a sequence of tightly controlled tests

6 Jan 2004: 877. Uplift resistance of buried submarine pipelines: comparison betweencentrifuge modelling and full-scale tests. ... Fig. 1. Relation between displacement and force in 1g tests on220 mm pipe.

6 Jan 2004: Fig. 15 shows the results of the tests in which Leighton Buzzard sand was sheared in monotonic loading plane strain compression (MLPSC test). ... The difference in 6 between these two tests (cf: 6 = k45” in RC test) is not signifi- cant since G,,, is

6 Jan 2004: Gross, or ultimate, displacements can usuallybe observed through post-test excavation of ageotechnical model. ... The duration of a typical triaxial or non-dynamiccentrifuge test is such that the 10-20 second intervalrequired for image capture and

6 Jan 2004: FPLT = 8009A 1 10–3. R = 09962. Fig. 10. Results from tensile tests on Bohus granite (see text). ... 1997). Comparison of tensile strength values of rocksdetermined by point load and direct tension tests.

6 Jan 2004: 220. DISCUSSION. Table 2. Test conditions for Toyoura sand. 221. Test condition. ... Designers cannot rely uncritically on strengths in sands that are in excess of those measurable in conven- tional triaxial tests on normally bedded samples.

6 Jan 2004: Such. influences must be minimized and, ideally and ultimately, quantified. The Writer points out that complementary shear bands were found to propagate through the photographic markers in Test DWC07. ... vulnerable to progressive failure, which could be

6 Jan 2004: Finite-element analysis was also conducted to simballoon expansion testsideal compaction grouting tests! ... The effect of partial consolidation during the injection stawas examined by performing regrouting tests.

6 Jan 2004: Equipment and Test Procedure. Drilling data varies with drilling equipment and the precise wayis used. ... As anexample, the result of these empirical correlations for test ENare presented in Fig.

7 Jan 2004: This highly advantageous property isthe subject of Test 5 in Section 7 of Powell (2002b), which runs for 105 iterationsin computer arithmetic.

7 Jan 2004: Table 2. Details and results for the filtration tests. Test Material tm: min ó: kPa wg wc df : mm tf : s kc 3 106:m=sÿ1. ... In. test G27 and later tests, electronic instrumentation. measured the displacement of the consolidometer pis-.

7 Jan 2004: Table 1Details of centrifuge tests. Test code Depth of clay (mm) Reinforcement Wick drains. ... three tests is shown in Fig. 2(b). The following correlation between the peak vaneshear strength measured by the miniature vane shear apparatus, the vertical e

7 Jan 2004: Hicks[5] analysed an undrained biaxial test, after using adaptive mesh re"nement with an errorestimator based on strains. ... Zhu, J. Wu, Superconvergent patch recovery techniques some further tests, Commun.

7 Jan 2004: Hicks [2] analysed an undrained biaxial test, using adaptive meshrefinement with an error estimator based on strains.

8 Jan 2004: STH checking the spatial systematics in the UFTI standards data and new test data is an ongoing task. ... A related issue is continuing to acquire laboratory test data and take part in assessing its characteristics.

8 Jan 2004: Equilibrium also W. 12 (weeks 1–3) L.T. PART IIBGeneral Economic Principles and Problems. ... 11–1, Four Seminars, MillLane Lecture Rooms) L.T. European Economic IntegrationMR M.

9 Jan 2004: The SIM method seems promising as it shows repeatability when a number of tests are carried out.

9 Jan 2004: Proton Economics. Operational Issues and Current Performance. Recent Improvements. The Plan. ... Understanding Proton Economics: Proton Timelines. Everything measured in 15 Hz “clicks”.

10 Jan 2004: differences. A series of test cases are presented, whose results agree with previously. ... plates. An initial example is investigated to test the optimization code, written in Matlab.

10 Jan 2004: Avalanche Electronics design is in common with US LC hadron calorimeter groups (Jose Repond at ANL, Ray Yarema at Fermilab) so we can test this.

12 Jan 2004: Next year will be focused on R&D and cosmic ray test. ... FNAL. NSF. R&D: Year 1. Test beam prototype. Cosmic ray test.