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sb340206 159..168
www-civ.eng.cam.ac.uk/cjb/papers/p35.pdf9 Nov 2001: The tensile concrete stress limit37. Mast12 carried out a lateral bending test. ... PCI Journal, 1989, 34, 34. 53. 12. MASTAST R. F. Lateral bending test to destruction of. -
The Effects of Compensation Injections on Tunnels
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-swlee.htm26 Jun 2001: Seven strip injection tests revealed that surface heave was dependent on the ratios of grouting pressure over overburden and grouting depth over width. ... Three multiple-point asymmetrical sequential injection tests revealed the effect of an increase in -
report_final.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf21 Mar 2001: Despite this, only for a limited set of test cases it has beenpossible to achieve full convergence. -
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: The centrifuge tests and numerical analyses confirmed the existence of established interaction effects such as passive' pile loading due to lateral displacement of clay past the piles. ... Keywords: full-height piled bridge abutment, embankment, soft clay -
sb340207 169..180
www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf9 Nov 2001: determined by the vehicle's suspension. A. simple test on a lorry in the UK showed that 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: The original photometric detection system produced promising results in one-dimensional unaccelerated sand dispersion column tests conducted using short pulses of dye and CuSO. ... equilibrium sorption models.Comparison between the retardation factors -
Monotonic and cyclic soil responses to upheaval buckling in offshore…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-baumgard.htm26 Jun 2001: A series of full-scale monotonic uplift tests has been performed under submerged conditions on a variety of materials with different particle sizes. ... Full-scale experimental tests were carried out in which the backfilling velocity and bedding gap -
TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 Mar 2001: This analysis was performed to test the accuracy of the membrane element re-sults, because in the case of complex membrane structures there is no reliableanalytical estimate. -
Electrokinetic Soil Remediation
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-penn.html26 Jun 2001: The laboratory tests examined the migration of ionic species through porous media due to electric and concentration gradients. ... The tests determined the pattern of the voltage, concentration and temperature fields generated by a two-electrode -
The Influence of Negative Skin Friction on Piles and Pile Groups
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cjlee.htm21 Nov 2001: Investigations involving both centrifuge tests and Finite Element Analyses (FEA) therefore have been performed to clarify aspects of the pile behaviour subjected to NSF. ... Various attempts were made to improve the pile performance and to allow better -
Response of tower structures to earthquake perturbations
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-madabhushi.html26 Jun 2001: Several centrifuge tests were conducted on the same model at different 'g' levels. ... The results from the F.E. analyses compared well with the centrifuge test data. -
A Thermally Controlled TestChamber for Centrifuge and Laboratory…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf17 Aug 2001: Experimental Testing. Two tests are presented in which the performance of the chamber has beenevaluated. ... Test ECOl, Laboratory Evaluation I. An overview of the test is shown in Figure 2. -
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: Laboratory tests were conducted on clay contaminated with inorganic pore water solutions. ... Permeability, rheology and capillary suction time tests were conducted to observe the change in physical and chemical properties of the clay with changes in -
Modelling of Geosynthetic Reinforced Soil Walls
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-balachandran.html26 Jun 2001: Since then design theories have been developed alongside an increasing database of full scale, small scale and centrifuge model tests. ... Keywords: geosynthetic, reinforcement, tension, reinforced soil wall, centrifuge model test, strip load cell, -
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. ... test of LNAPL migration in sloping sand layers. Contours of LNAPL concentration. -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 Aug 2001: Part I was successfully undertaken and led to the design and manticturing of a lg electrokineticcell and centrifuge test equipment and instrumentation for the two di&rent sets of tests. ... electrokinetics in a centrifuge,tests 1 to 4 involved -
Modelling the transport ofa pulse of two contaminants through ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf17 Aug 2001: post-test sampling showing a clear separation of the inorganic contaminant (sodium chloride). ... 2. Fig. 5. 4 6. Prototype depth: m. Contaminant plumes for test BAP2. -
A STUDY OF CONTAMINANT TRANSPORTINVOLVING DENSITY DRIVEN FLOW AND ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR268.pdf22 Aug 2001: laws, describes a typical centrifuge test and compares the results with a numerical. ... parameters which were determined by laboratory tests. Prototype test values areconsidered and all results are presented in prototype test times. -
Modelling of deformations inDynamic Soil-Structure Interaction…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf17 Aug 2001: Numerical modelling of centrifuge tests requires certain special considerations apartfrorn careful calibration of the constitutive model parameters using triaxial test data.Some of the special considerations which lead to better predictions -
Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 Aug 2001: preliminary internal report for the purpose of generating such funds. In this report results from 1 wo centrifuge tests BET- 1 and BET-2 (Boundary Effects Test). ... the moment loading simultaneous iy in a direct shear box test, Stmud (197 1).
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