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Crack-based analysis of concrete with brittle reinforcement T. J. ...
www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf28 Feb 2003: cylinder test.3. Thus, f C differs from the concrete. strength found in design codes. ... 7. NANNI A., BAKIS C. E. and BOOTHBY T. E. Test methods for. -
Yetginer_BGApaper
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf22 May 2003: Table 1: Schedule of tests at Takasu Test Site. The load tests were continued until a settlement of D/4=25mm was reached. ... Circular Twelve Pile Group. P12 128.5. 600 (50). Table 2: Results of load tests at Takasu Test Site. -
Database of closed-ended piles in sand: a comparison of qc and qb
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR327.pdf15 May 2003: This paper is concerned only with closed-ended piles in sand, for which field load test data from 28 pile tests at 12 sites was collated by Chow. ... Test 6C was hammer driven. The tests were conducted with the tip of the pile at a shallow embedment into -
March 12, 2003 11:8 Proceedings of OMAE’0322nd International…
www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf14 Mar 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7. -
Enginuity July 2003
www-civ.eng.cam.ac.uk/dsl/enginuity.pdf10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering! -
A novel urban foundation system using pressed-in H-piles
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/130_ECSMGE_2003_vol2_425_430.pdf30 Aug 2003: A total of four load tests were carried out, of which test nos. ... Table 1. Shinagawa load tests results Test No. 1 No. 3 No. -
GROUND-BORNE VIBRATIONS DUE TO PILING OPERATIONS
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/132_BGA_2003_743_756.pdf3 Mar 2003: 1 Takasu test-site, Kochi Japan. July 2002. Made ground overlying silty sand. ... 3 Takasu test-site, Kochi Japan. July 2002. Made ground overlying silty sand. -
April 30, 2003 18:33 Proceedings of OMAE’0322nd International…
www-civ.eng.cam.ac.uk/dsl/ppao2/documents/OMAE2003-37465.pdf22 May 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7. -
How unsafe the JRA (1996) code is
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf14 Oct 2003: PILE BUCKLING IN A CENTRIFUGE TEST. Dynamic centrifuge tests were carried out at Cambridge Geotechnical Research Group to verify if. ... stiffness. Table 2: Summary of the centrifuge tests. Test ID Pile ID. -
o bewherebrittleerin an cement.current ity. Shear Analysis of…
www-civ.eng.cam.ac.uk/cjb/papers/p47.pdf16 Oct 2003: 1987; Russo et al. 1991!, but remains empirical. It isbased on tests using steel-reinforced concrete, and thus cannodirectly applied to FRP-reinforced concrete. ... A small number of tests have been carried outestablish equivalent constitutive equations
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