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Publications by [Madabhushi S. P. G.]

Total Items found:
USE OF CEMENTED ZONES AS A LIQUEFACTION REMEDIATION METHOD FOR EXISTING BUILDINGS - DATA REPORT ONCENTRIFUGE TESTS CZ1P, CZ1F AND CZ3 (2006)
This report describes three centrifuge tests carried out as part of the NEMISREF project, at 50g,to investigate the performance of cemented zones as a liquefaction remediation measure beneaththe base of existing buildings.
Reference: Cambridge University Engineering Department Technical Report CUED/D-SOILS/TR. 344 (2006)
USE OF CONTAINMENT WALLS AS A LIQUEFACTION REMEDIATION METHOD FOREXISTING BUILDINGS - DATA REPORT ON CENTRIFUGE TESTS WA1P, WA1F AND WA3 (2006)
This report describes three centrifuge tests carried out as part of the NEMISREF project, at 50g,to investigate the behaviour of containment walls as a liquefaction remediation measure forexisting buildings.
Reference: Cambridge University Engineering Department Technical Report CUED/D-SOILS/TR. 343 (2006)
USE OF INCLINED MICRO-PILES AS A LIQUEFACTION REMEDIATION METHOD FOREXISTING BUILDINGS - DATA REPORT ON CENTRIFUGE TESTS MP1, MP2 AND MP3 (2006)
This report describes three centrifuge tests carried out as part of the NEMISREF project, at 50g,to investigate the behaviour of inclined, non-load-bearing micro-piles as a liquefactionremediation measure for existing buildings.
Reference: Cambridge University Engineering Department Technical Report CUED/D-SOILS/TR. 345 (2006)
INTEGRITY OF LANDFILLS FOUNDED ON LIQUEFIABLE FOUNDATION - DATA REPORT ON CENTRIFUGE TESTS IT05, IT07 AND IT08 (2005)
The possibility of ground water contamination by leachate escaping from a landfill is one of the main concerns associated with the liner failures of landfills. This report deals with this issue and especially the effects of an earthquake on landfills founded ...
Reference: CUED/D-SOILS/TR339 (2005)
TENSILE BEHAVIOUR OF GEOMEMBRANE ON LANDFILL SLOPES - DATA REPORT ON CENTRIFUGETESTS IT04 AND IT06 (2005)
This data report presents results from dynamic centrifuge tests IT04 and IT06 which modelled 1. A completed landfill with a single geomembrane-clay liner system with 45 side slope and 7 m deep waste and 2. A landfill cell, with a single geomembrane-clay liner ...
Reference: CUED/D-SOILS/TR338 (2005)