Search
Search Funnelback University
- Refined by:
- Date: 2003
41 -
50 of
274
search results for TALK:PC53 20
where 0
match all words and 274
match some words.
Results that match 1 of 2 words
-
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. -
E:/Diplomarbeit/Latex/Thesis.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf12 Nov 2003: 20. 3.11 The Trolley and the Rail. 22. 3.12 Graphical Description of the Basic Restrictions. ... 36. 3.19 Detailed View of Hinge Line H1. 37. vi. 3.20 Experimental Method to Determine the Moment in the Hinge Line: Measuring theDeflection of the Plumb-Bob -
March 12, 2003 11:8 Proceedings of OMAE’0322nd International…
www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf14 Mar 2003: g7 =1. 2wH 20. (. 2 sin φ0 5 sin3 φ0 3 sin5 φ0). ... 20). Further consideration must be given to the location of trun-cation node D.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.