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How unsafe the JRA (1996) code is
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf14 Oct 2003: N.H.K building, Hamada (1992a) 0.35m dia RCC 10 20 0.09H NFCH building. ... hence a non-liquefied crust is unlikely to exist. Figure 20 shows the loading diagram based on the. -
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: Canadian Geotechnical Journal 29:11-20 Altaee A., Fellenius B.H., Evgin E. 1993. ... 0. 5. 10. 15. 20. 25. 30. 35. 40. 45. 0 10 20. -
1 Author’s contact details: R. J. Lock, Graduate Engineer, ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf22 Jun 2003: minimal drop height and small aperture to create a loose deposit with ID 20 - 35%. ... air temp. (oC). 1 Elgaaly, 1992 Maine Steel frame 50.3 20 -33<T<23. -
T:ISSUESSPRINGER@35_GM�_4�6@35046.DVI
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/92_Granular_Matter_No2_vol4_179_187.pdf8 Dec 2003: value of which was about 20 MPa for the well-gradedsoil and 10 MPa for the uniform soil. ... UnionHungarian Engrs Architects, (1944), p. 355. 20. D. Muir Wood, Soil Behaviour and Critical State SoilMechanics. -
p1aper1003.dvi
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf15 Oct 2003: 20. References. [1] P. D. Thompson and G. C. Grimwood. Developments with high grade continuous. ... 10. 20. 30. 40. 50. 60. 70. 80. 90. 100. particle size (microns). -
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: 0 10 20 30 40 50 60 70 80 90 100Frequency / Hz. ... Relative amplitude. Generator frequency. Mains electricity frequency. 0 10 20 30 40 50 60 70 80 90 100Frequency / Hz. -
Yetginer_BGApaper
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf22 May 2003: Shaft friction. (kN) Base resistance. (kN) Total capacity. (kN) Meigh,. 1987 20.0 34.5 54.5. ... 0. 20. 40. 60. 80. 100. 120. 140. 160. 180. 0 2 4 6 8 10 12 14. -
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: 1, 3 and 4 were on piles installed to a depth of 20 m, penetrating 0.9 m into the bearing stratum. ... The load tests were conducted between 14 and 20 days after installation of the piles. -
D:\Current_work\Wrinkles in solar sails SDM\SDM_2003\SDM-paper-03.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Wrinkle-amplitudes-solar-sails_SDM.pdf14 Feb 2003: The accuracy achieved is typically better than 20% on wavelengths and 30%on amplitudes. ... We. started by applying 5 N, then 10 N and finally 20 N. -
D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf14 Feb 2003: 60.81.0. -0.6-0.4-0.10.20.50.71.0. ... H. z). 30. 0 10 20 30 40 50 60 70 80 90.
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