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Yetginer, A. G., White, D. J. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf12 Oct 2006: Load test results from jacked pilesinstalled closer than this recommended minimum spacingare presented. ... Fig. 1. Maintained load tests on square and circular cellfoundations! "! #. $ %#&. '&(). (%. &(. , (. (-. $ '. Fig. 2. Ground conditions at test Results that match 1 of 2 words
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Wrinkled membranesPart III: numerical simulations
www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf23 Feb 2006: to reproducethe conditions that may exist at the beginning of a test. ... 5.1.1. Initial imperfections. Many different combinations of eigenmodes and scal-ing factors were considered to test the sensitivity of the results of the detailedwrinkling analysis -
Wrinkled membranesPart I: experiments
www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p02-p.pdf23 Feb 2006: All test results presented in this section were obtained on 380 mm widemembranes with a height, between the supports, of 128 mm. ... Laser scanning frame. 3.2. Shear test apparatus. 3.3. Square membrane apparatus. -
two-column lay out Millpress
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/163_ICSMGE_OSAKA_2005_Vol2_1685-1688.pdf18 Jan 2006: 2.5 Test programme. A series of four tests was conducted, using two grain sizes and two densities as shown in Table 1. ... Table 1. Summary of tests Dry Voids Relative Test D50 density, ratio, density, φpeak ψpeak (mm) ρd (kg/m3) e ID CD 2.24 1687 -
Thermo-Elastic Behaviour of Single Ply Triaxial Woven Fabric…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1899-892.pdf11 May 2006: To establish some facts about thebehaviour of TWF, Section III shows the results of some representative tests on flat, rectangular plates andon narrow strips. ... The specimens were clamped to a rigid support at one end and were held parallel and close -
Tape Spring Large Deployable Antenna
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1601-386.pdf11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back. -
Stability of Submarine Pipelines on Liquefied SeabedsT. C. Teh1; ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/170_ASCE_2006_132_Teh.pdf15 Aug 2006: will. Fig. 3. Comparison between pipe displacement and liquefaction frontadvance in Test TM01. ... standard soil tests. It is therefore assumed that the liquefied soil is. -
Proceedings of the 5th International Conference onComputation of…
www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf2 Feb 2006: the existence of intermediate configurations where the path bifurcates. In this paper, we aim to developa simple and yet efficient analysis scheme that enables a designer to test for the existence -
Physics of Liquefaction Phenomenaaround Marine Structures M. B. de ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/169_ASCE_2006_132_4_de_groot.pdf15 Aug 2006: Also the stress path, i.e., therelationship between the different components of the effectivestress, is an interesting result of an undrained test, whereas it isusually imposed in dry tests. ... The result of an undrained test can, in principle, be -
PHYSICAL MODELLING OF CONSTRUCTION PROCESSES IN THE MINI-DRUM…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-barker.html25 Jan 2006: Geotechnical Engineering Group. Abstract. In a series of model tests of construction processes in soft ground in the mini-drum centrifuge, it has been proved that both physical and numerical modelling ... Multiple tests and parametric studies have been
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