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Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf17 Aug 2001: Currently a new system called the Stored Angular Momentum (SAM). actuator is being commissioned which increases the versatility in dynamic centrifuge. ... tested. At Cambridge University it is hoped that the new SAM actuator will be able to. -
LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf17 Aug 2001: new aggregation of particles is formed which has a swelling and compression line with. ... and more. until they meet a new problem. When stiff soil becomes fissured its. -
Analysis of Earthquake Motions
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf17 Aug 2001: inspected using power spectrum analysis and harmonic wavelet analysis. A new signal analysis technique based on harmonic wavelet analysis was used to look. ... traditional FFT method and the new wavelet method. The results of the FFT analysis. -
TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 Mar 2001: Then, in the next step(frequency extraction step), the boundary conditions are changed to the actualones, described above, by using BOUNDARY, OP=NEW option. ... John Wily & Sons, New York, USA,1989. [4] Cornwell, P. J., and Bendiksen, O. -
Title: "Press-in Piling: The installation of instrumented steel…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/104_DFP_2001_199_208.pdf6 Oct 2001: 8th International Conference of the Deep Foundations Institute. New York [4] - Jamiolkowski M., Ladd C. ... J. & Chow, F. C. (1996) “New design methods for offshore piles.” Imperial College, London. -
1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf14 Dec 2001: Jardine R. J. & Chow F. C. 1996. New design methods for off-shore piles. ... 13th International Conf. on Soil Mechanics and Foundation Engineering, New Delhi (5):61-82. -
CUED/D-SoilsiTR290 title paae Numerical modelling of three-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR290.pdf17 Aug 2001: 15. Dean, E.T.R., James, R.G., and Schofield, A.N., 1992d, “A new procedure forassessing fixity of spudcans on sand”, Report by Andrew N Schofield &Associates Limited to Noble -
1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf6 Oct 2001: The driving load of a press-. 8th International Conference of the Deep Foundations Institute, New York. ... Jardine R. J. & Chow F. C. (1996) New designmethods for offshore piles MTD Publication96/103, Marine Technology Directorate, London. -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf15 Aug 2001: same. Of course, aims are different thandeliverables. We have to learn how to apply new technologies to maximum effect before we canattempt to do the key research referred to above. ... Then a consistent trend develops in whicha fractal dimension D can -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 Mar 2001: A new concept for multipurpose deployable membrane re ector is being developedby the European Space Agency (ESA 1992; Rits 1996). ... This new concept is knownas the Collapsible Rib-Tensioned Surface (CRTS) re ector.
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