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Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/divd.htm19 Sep 2001: Civil, Structural and Environmental Engineering - Division D. Welcome. Division D is one of six sectors into which the inter-disciplinary, "general" Engineering Department of Cambridge University is divided for administrative purposes. It contains -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/weerasingheabs.html17 Apr 2001: In the new arrangement, the Slimdek system replaces the composite deck-slab used in stub-girder assemblies. ... The new system is aimed at achieving clear spans in the 15-19 m range and a totally unpropped construction sequence. -
CUED Structures Group Theses - Other
www-civ.eng.cam.ac.uk/abstract/stratfordabs.html17 Apr 2001: The crack-equilibrium model uses an incremental solution procedure. During solution, checks are made to predict the formation of new cracks, and simple failure criteria are applied to each of the -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/lateral/photos.htm6 Jun 2001: The Lower San Fernando Dam suffered failure by lateral spreading in 1971. The Showa Bridge's pile foundations moved due to lateral spreading. Soil piling up around a bridge pier in Taiwan. Flow around a centrifuge model pile. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/beam/photos.htm26 Jun 2001: The 10 metre beam centrifuge. A centrifuge package on its swing. An instrumented foundation. A flexible earthquake model container. -
http://www2.eng.cam.ac.uk/~mspg1/new-home/abst-ellis.htm
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ellis.html26 Jun 2001: Soil-structure interaction for full-height piled bridge abutments constructed on soft clay. Edward Alan Ellis, Cambridge University. Geotechnical Engineering Group. Abstract. Full-height piled bridge abutments constructed on soft clay are prone to -
Electrokinetic Soil Remediation
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-el-hamalawi.html26 Jun 2001: A new error criterion was developed based on one of the superconvergent patch recovery methods, and pore pressures were incorporated as well. ... Alternatively, an unstructured mesh generator using a modified form of the Delaunay triangulation algorithm -
Centrifugal modelling of tunnel construction in soft clay
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mair.html26 Jun 2001: Observed collapse mechanisms in the centrifuge models led to the development of new and improved upper bound solutions. -
Clastic Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mcdowell.html26 Jun 2001: Taking the production of new surface area from the particle size distributions produced by the numerical model, a work equation is used to deduce the plastic compression of voids, for -
Seismic Modelling of Rock-Fill Embankments on Deep Loose Saturated…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-carrier.htm26 Jun 2001: As dielectric soil characterisation is a very new area, there are few sensors available for practical applications. -
Self Locking Rolling Hinges
www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt5 Jul 2001: Tape-Spring Rolling Hinges. Alan M. Watt. Outline of Talk. Why build new hinges. ... Moment - rotation properties. Damping. Wire Effects. Applications of hinges. Why build new hinges. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/photos.htm14 Aug 2001: Video image from centrifuge test of DNAPL. migration in sloping sand layers. Contours of DNAPL concentration. deduced by image analysis. Digital still image from 2-dimensional flume. test of LNAPL migration in sloping sand layers. Contours of LNAPL -
ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...
www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf31 Aug 2001: I will compare the costs of the new structure with the equivalent traditional structure.”. ... How might I best utilise the strengths of the new materials, and minimise theirweaknesses?”. -
Modelling the transport ofa pulse of two contaminants through ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf17 Aug 2001: 8z Schwartz, F.W. (1990). Physical and chemical hydrogeology. New York:. John Wiley & Sons Inc. -
Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt17 Sep 2001: In his 1773 paper he reported new rock strength data. Terzaghi (1936), in “A fundamental fallacy in earth pressure computation”, rejected Rankine’s theory of limiting statics of granular media, (Sokolovski), -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 Aug 2001: small hydraulic gradient. Proof test of new air valves and package arranccmcm. -
Modelling of deformations inDynamic Soil-Structure Interaction…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf17 Aug 2001: Prediction of deformations is very important from a earthquakegeotechncial engineer designing a new structure. ... XIII Intl. Conf. on SoilMechanics and Foundation Engineering, Vol.4., New Delhi, India. -
SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 Aug 2001: 6. Using the new effective stressescalculated by substracting the pore pressure from the initial effective stressvalues gives an undrained Young’s modulus of 1570.8 kPa. ... Terzaghi, K. Theoretical Soil Mechanics, John Wiley & Sons., New York, 1943. -
Extracting pattern from scattereddata - applicability of artificial…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf17 Aug 2001: but with the ANN initialised to a new set of random weights, to examine the repeatability of the. ... the error is larger than the tolerance value iterate the process with the new, updated weights. -
p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 Jan 2001: It is suggested that the use of partially-bonded tendons couldprovide the basis of a new design method for concrete beamsprestressed with fiber reinforced plastic (FRP) tendons. ... 15-20. 9. Kakihara, R. et al., “A New Aramid Rod for the Reinforcement -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 Aug 2001: This report concerns itself with theperformance of this new actuator under ‘high g’ centrifuge tests. ... A brief description of the principle of this new earthquake actuator is presented next. -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: Engineering News. and Publishing Co., New York, 1909. 30. NIELSENIELSEN M. ... Wiley,. New York, 1980. 39. MUFTIUFTI A. A., JAEGARAEGAR L. G., BAKHTAKHT B. -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 Nov 2001: Lees and C. J. Burgoyne. University of Cambridge. There is a growing interest in the use of new materials in construction. ... and Noritake K.A new aramid rod for the reinforcement of prestressed concrete. -
TR307
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf17 Aug 2001: was granted an exclusive licence to incorporate the new intellectua l property in their “Geotech” centrifuges. ... 1st Int Conf ISSMFE (Harvard) various passages Terzaghi (1943), Theoretical Soil Mechanics, John Wiley, New York. -
E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf5 Apr 2001: A new type of multipurpose deployable membrane reflector, known as the Collapsible Rib Ten-. -
sb340207 169..180
www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf9 Nov 2001: New. Civil Engineer, 7 Oct. 1993, 35. 11. NEWEW CIVILIVIL ENGINEERNGINEER. ... Theory of. Elastic Stability. McGraw-Hill, New York, 1961,. 2nd edn. 179. -
sb340206 159..168
www-civ.eng.cam.ac.uk/cjb/papers/p35.pdf9 Nov 2001: 43. Lest it be thought that long, thin beams. are either new or restricted to bridges, an older. -
E:CURRENT_WORKTENSEGRITY REFLECTORSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AGT-SP_paper.pdf6 Feb 2001: c). Additionalmembers. Figure 2: New concept. New Concept. The proposed reflector structure is based on the tensiontruss concept. ... Correcting these problems. should not be difficult when a new model is made. -
C:DOCUMENTS AND SETTINGSADMINISTRATORMY…
www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf10 Nov 2001: New Concept. The proposed reflector structure is based on the tension truss concept. ... AstroMesh reflector. However, there are two key differences between the new concept and the AstroMesh. -
TR305
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf17 Aug 2001: Theoretical soil mechanics. Wiley, New York. Timoshenko, S.P. 1953. History of strength of materials. ... McGraw Hill, New York. 6 APPENDIX Heyman’s translations of passages quoted above. -
1 INTRODUCTION Delayed failure of embankments and cut slopes ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/123_CCM_191_197.pdf2 Oct 2001: to a new failure surface (Figure 5). -
GEOTECHNICAL CENTRIFUGEDEVELOPMENT CAN CORRECT A SOIL MECHANICS ERROR …
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR308.pdf17 Aug 2001: safe tipping of new dry waste on old hydraulic lagoon disposalareas, with savings to industry of about three quarters of a million roubles per year. ... He had made full scale tests onretaining walls in 1929 that he reported in Engineering News-Record in -
report_final.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf21 Mar 2001: Love, A. E. H. (1944). A treatise on the mathematical theory of elasticity., FourthEdition, Dover Publications, New York. ... 45, No. 5/6, pp. 973-984. Young, W. C. (1989). Roark's Formulas for stress and strain, Sixth Edition,McGraw-Hill, New York. -
1 INTRODUCTION Many macroscopic phenomena of granular media are ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf6 Oct 2001: ABSTRACT: This paper describes some new techniques of image analysis, which offer an insight into the micromechanical behaviour of granular media. ... Fig. 4, A to F), and breakage of fresh particles n new locations (Fig. -
E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: new configurations. This purely geometric research resulted in a large number of configurations. ... configuration of new tensegrities, but less than ideal for structures with some known, or desired. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/image_analysis/photos.htm26 Jun 2001: Consolidation settlement of a model clay. embankment measured by image analysis. Displacement vectors around a model. pile measured by image analysis. Broken soil grains following one-dimensional compression. The deformation of a triaxial sample. -
A User’s Guide tothe STRAINS program (Version 1.0 for ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR280.pdf17 Aug 2001: The new co-ordinatesystem is related to the geometry of the apparatus (e.g. ... New captions canbe added. Colour, thickness or style of some of the lines may be changed. -
The Study ofRelative Density and Boundary Effects for Cone ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf22 Aug 2001: which is the characteristic of deep foundations. The existence of a shallow penetration mechanism requires new correlations in order to. ... 7. New correlations are required to analyse the CPT data obtained from the centrifuge,. -
RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf17 Aug 2001: Navier C-L. M. H., (1819), New edition of Belidor, Paris. Ohta H. ... 4, pp 241-251. Taylor D. W., (1948), Fundamentals of Soil Mechanics John Wiley, New York. -
i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf17 Aug 2001: The reader may wonder at this stage about the possibility of using standard L!ST or LSQelements instead of the new drainage element to model the vertical drains. ... 2.2 Benchmark Testing. It is mandatory that the incorporation of a new element or a new -
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. -
Electrokinetic Soil Remediation
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-penn.html26 Jun 2001: temperatures. Geotechnical centrifuge model testing was performed on the Cambridge balanced arm centrifuge using new equipment. -
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. -
Development and Use of Photometric Sensors for Contaminent Transport…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-treadaway.htm17 Dec 2001: Geotechnical Engineering Group. Abstract. A new technique has been developed for monitoring contaminant transport in-situ under controlled conditions, which produces an approximately real time continuous output.The fibre-optic photometric -
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. -
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. -
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. -
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.
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