Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Ruslan S. Amarasinghe"'
This study presents the results of interface torsional ring shear tests conducted at intermediate normal stress levels that are usually prevalent at soil-pipeline interfaces under near-shore conditions. Four normally consolidated soils of different p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aab34af671333abc6fb5e00b3421b2bf
https://hdl.handle.net/10576/13942
https://hdl.handle.net/10576/13942
Experimental work is undertaken at the University of British Columbia (UBC) to study the soil-pipe interface shear strength at levels of shear displacements and effective normal stresses typically encountered in offshore soil-pipe interaction problem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::42035ee7e4cedddd5721be58e1da96f1
https://hdl.handle.net/10576/22669
https://hdl.handle.net/10576/22669
Publikováno v:
Volume 4: Production Pipelines and Flowlines; Project Management; Facilities Integrity Management; Operations and Maintenance; Pipelining in Northern and Offshore Environments; Strain-Based Design; Standards and Regulations.
The geotechnical aspect of the design of off-shore oil and gas pipelines is a challenge due to inherent uncertainties in predicting soil-pipe interaction behaviour. Physical modeling is often sought after to gain insight into such problems. This is e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a11ab22abe5af8ad6c088727b1a94f2
https://doi.org/10.1115/ipc2014-33308
https://doi.org/10.1115/ipc2014-33308
Publikováno v:
Geotechnical Testing Journal. 37:20120217
The paper describes a new macro-scale direct shear test device for assessing the large-displacement soil/solid interface drained shear strength at low effective normal stresses. The testing method arises from a need to obtain the interface friction b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6186176bf531c092e47c5d60c3d03b0
https://doi.org/10.1520/gtj20120217
https://doi.org/10.1520/gtj20120217