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Chris Morley
www-civ.eng.cam.ac.uk/struct/ctm/publications.html30 Nov 2007: Magazine of Concrete Research. Special Publication on Recent Developments in Yield Line Theory, 13-24. -
Durability and Mechanical Properties of Deep-Mixed Clays
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman_abir.html10 Jul 2007: Furthermore, allowing the bentonite to hydrate for 24 hours or using a high shear mixer to mix the bentonite yielded much higher strengths and lower permeabilities at all ages for the -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf12 Jul 2007: 06 71.20 0.24 1.09 15.10 2.21 DG2 0.90 0.25 2.10 2.16 9.67 0.68 0.03 0.00 DG3 1.47 ... 29 1.86 0.88 0.94 0.90 DG11 1.24 0.06 1.87 2.29 0.84 1.0 3.53 0.29 DG12 1.24 0.90 -
Slide 1
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20design%20Presentation.ppt26 Aug 2007: Anti-clockwise moment from coins. = M x 9.8 x (1.5 1) = 24.5M. ... Equating the clockwise and anticlockwise moments gives. M = (101.5 – 17.6) / 24.5 = 3.42 grams. -
New life for plasticity theory
www-civ.eng.cam.ac.uk/cjb/concplas/01morley.pdf11 Jul 2007: In 2007 Pears [24] tested slabs of similar dimensions but with cube strengths of order 65 MPa. ... Fig. 10 Deflection of column stub relative to adjacent slab – 1.0 % fibres [24]. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf25 Jul 2007: Figure 24 demonstrates its implementation. This system was shown to be practical and even more effective than the equivalent near-surface mounted (NSM) strengthening scheme due to there being no possibility ... Drilled holes Injected paste. Strengthening -
Mapping two-way grids onto free-form surfaces P. Winslow S. ...
www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf20 Jul 2007: α25 and β1, β2,. β25.However, only 24 design variables are needed to represent each grid design, due to symmetry anddue to a more advanced parameter smoothing process. ... Loading 1 kPa pressure loadingNumber of regions 25Number of design variables -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf11 Jul 2007: Wood showed the resulting momecould be given as [15]. 6. 22 pxpLxM = 24. , ... then the support moment 12/2pLsm =. and the corresponding span moments are 24. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/14lowe.pdf11 Jul 2007: The solution is then rmin= 0.3510.L with the lower bound collapse load from (2) given by pL.L2/m = 24.36. -
S3 : Stadium Roof Design - Cantilever Roof Design experiment
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20Design%20Experiment%20Teachers%20Notes.doc2 Jul 2007: 24.7y = 263.2. y = 263.224.7 = 10.7cm 11cm. 4. Mark out y on the card and cut away the excess card. ... 0.49A x (d 1) = 11.025 24.5M. Re-arranging gives. M = (0.49A x (d 1) – 11.025) / 24.5.
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