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D:\Papers\Optimization cover plates\cover-plates-paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf10 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. -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads. -
D:\Papers\Bistable prestressed shells\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf17 Feb 2004: contour plot. Figure 18 shows this plot for experimental test case 3, where the. ... Test case 1/κ2x 1/κ3x 1/κ5y 1/κ3x′. (mm) (mm) (mm) (mm). 1Test. -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf5 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. -
C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…
www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf9 Apr 2004: Yee and Pellegrino [3] have shown that these lami-nates are able to survive larger bending strains thanthe ultimate failure strains that are measured fromstandard coupon tests in pure tension or ... The most direct approach is to model these lami-nates -
gt490411 543..552
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf5 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 -
gt490110 133..141
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf5 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. -
1 INTRODUCTION Reliable assessment of soil behaviour in element ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/109_ICSMGE_2001_proc_539_542.pdf6 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 -
gt470211 347..352
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf5 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. -
Bolton, M. D., & Wilson, J. M. R. (1990). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22discussion_Geotechnique_No40_Is4_659_664.pdf6 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
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