Search
Search Funnelback University
81 -
90 of
231
search results for katalk:PC53 24 / |u:www-civ.eng.cam.ac.uk
where 0
match all words and 231
match some words.
Results that match 1 of 2 words
-
Proceedings of the Institution ofCivil EngineersGeotechnical…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/167.pdf20 Dec 2013: The excavation. was supported by a 0.7 m thick diaphragm wall 24 m deep. ... 45. & 6 1 7 4538. -24-9:38;. <77. Fig. 6. -
How unsafe the JRA (1996) code is
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf14 Oct 2003: 10. 735 65.6 1.25 Axial Failed. 11 269 24 0.46 Axial Inertia. ... Slab and asphalt top 24.8m27.64m(0.20.05) m 25kN/m3 4146kN. Crash barrier 21.5m0.1m27.6425kN/m3 207.3kN. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: CUED D/SOILS/TR321 White 2002 ________________________________________________________________________________________________________. 24. sample after each addition of fine material revealed that an evolution of a ‘tail’ in the. -
C:\Documents and Settings\Sergio\My…
www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf30 Mar 2004: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24). -
Topology Optimization of Adaptive Compliant Aircraft Wing Leading…
www-civ.eng.cam.ac.uk/dsl/publications/topology_paper_SDM.pdf2 Apr 2007: 24–33.3“SAMCEF v12.0-03,” Samtech Group, LIEGE science park, Rue des Chasseurs-Ardennais, 8B-4031 Liège (Angleur),. -
Haigh, S. K. et al. (2013). Géotechnique 63, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/222.pdf28 Nov 2013: Ground Engng 15, No. 1, 16 – 24. Wijeyakulasuriya, C. V. -
TR338
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 4. Figure No. CUED/D-SOILS/TR338. 24. ... 24. Data from Test IT06, Earthquake 1. PS.1. PS.2. PS.3. PS.4. -
Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…
www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf1 Mar 2005: C90 2.72 24.76 4.18 39.18 0.274. Table 3. Comparison of optimized Configuration D. ... 24 of 28. Tan & Pellegrino. of given width and thickness, shortening the slits at the end of diameter d1 increases the. -
Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf2 Aug 2011: Fraction A LB sand Fig. 3a hasa D50 of 2.24 mm. ... CD CL FD FL. 2.24 2.24 0.28 0.28. 87 1,532 1,551 1,386. -
SDM2003_1978.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf28 Feb 2003: Pak. Deployable tensegrity structures.Fourth-year undergraduate project report, 24 May2000. Department of Engineering, University ofCambridge, Cambridge, UK.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.