Search
Search Funnelback University
- Refined by:
- Date: 2011
1 -
10 of
17
search results for KaKaoTalk:ZA31 24 24 |u:www-civ.eng.cam.ac.uk
where 0
match all words and 17
match some words.
Results that match 2 of 3 words
-
Cam Middleton: Publications
www-civ.eng.cam.ac.uk/struct/crm/publications.html27 May 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural -
Flat boundaries and their effect on sand testing
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf3 Aug 2011: Anal. Meth. Geomech. 2010; 34:821–837Published online 24 September 2009 in Wiley InterScience (www.interscience.wiley.com). ... εyy εzz εxy εxz εyz. Whole sample (best-fit) 0.15 0.10 0.72 0.02 0.02 0.051st slice from bottom 0.24 0.08 7.31 -
Supporting_excavations_in_clay_-_from_analysis_to_decision-making
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf2 Aug 2011: Wall Deflection, w, (m). 0.000.040.080.120.160.200.24. Dep. th (m. ). 0. 10. -
Οδηγίες για την προετοιμασία του τελικού κειμένου του 1oυ Συνεδρίου…
www-civ.eng.cam.ac.uk/cjb/papers/cp80.pdf8 Apr 2011: The temperature steps were chosen to give failure after about 24 hours so that a daily cycle of tests could be performed. -
Department of Engineering - Bridge Research Group - Publications
www-civ.eng.cam.ac.uk/brg/publications.html22 Dec 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... In Foundations: proceedings of the second British Geotechnical Association international -
Chris Burgoyne Publications Page
www-civ.eng.cam.ac.uk/cjb/cjbpublications.html4 Oct 2011: theory. Journ. Solids & Structures, 32/24, 3573-3588, 1995. Lees J.M., Gruffydd-Jones B. ... of Bone and Mineral Research, 24/11, 1808-1818, 2009. doi: 10.1359/JBMR.090504. -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: Careful choice of temperature step and step duration allow the test to be completed in about 24 hours. ... van Leeuwen J. and Siemes A.J.M. (1979). Miner's rule with respect to plain concrete, Heron, 24(1),1–34 Yamaguchi, T., Kato Y., Nishimura T. -
Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/208.pdf2 Aug 2011: 04 12 24. Fig. 9. Comparison between load – settlement response withload – relative settlement response of a footing on sand at 1gwith o 10 kPa. ... Footing : particle size ratios between 24 and 1183,and container : footing diameter ratios between -
FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 Apr 2011: 2000). Local bond-slip relationship for FRP reinforcement in concrete. Journal of Composites for Construction 4, 24-31. -
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.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.