Geotechnical engineering and frontier resource development

The traditionalconcepts that constitute the framework for geotechnical engineering are often insufficient on their own to provide a basis for solving geotechnical problems associated with frontier resource developments. Studies are reported on the creep of permafrost slopes, the mechanics of heave i...

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Main Author: Morgenstern, N. R.
Format: Other/Unknown Material
Language:English
Published: 1981
Subjects:
Ice
Online Access:https://era.library.ualberta.ca/items/05a58509-ba95-4369-a73e-905eae7f4531
https://doi.org/10.7939/R3WG5N
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record_format openpolar
spelling ftunivalberta:oai:era.library.ualberta.ca:05a58509-ba95-4369-a73e-905eae7f4531 2023-05-15T15:08:23+02:00 Geotechnical engineering and frontier resource development Morgenstern, N. R. 1981 https://era.library.ualberta.ca/items/05a58509-ba95-4369-a73e-905eae7f4531 https://doi.org/10.7939/R3WG5N English eng https://era.library.ualberta.ca/items/05a58509-ba95-4369-a73e-905eae7f4531 doi:10.7939/R3WG5N © 1981 Thomas Telford. The original author(s) and source must be cited. Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees. Geotechnical engineering Frontier resource development Article (Published) 1981 ftunivalberta https://doi.org/10.7939/R3WG5N 2022-08-22T20:09:01Z The traditionalconcepts that constitute the framework for geotechnical engineering are often insufficient on their own to provide a basis for solving geotechnical problems associated with frontier resource developments. Studies are reported on the creep of permafrost slopes, the mechanics of heave in freezing soils and the behaviour of frozen soils subjected to thaw to illustrate this. These problems are encountered in the exploration and production of hydrocarbon resources in the Arctic. Considerations of ice rheology, fundamental thermo-dynamics and heat conduction in soils are additional concepts needed to solve these problems. Other examples are drawn from the geotechnical concerns that enter into the development of the Alberta oil sands. Here the geotechnical engineer must deal with gas-saturated, diagenetically-altered sands and with deformability and strength under high temperatures. Illustrations are given of the novel forms of behaviour encountered under these conditions. Initial results are presented of pore pressures developed under undrained heating and of the theoretical relation between the rate of heating and the dissipation of pore pressures. Rankine is actually better known for his work on thermodynamics and properties of fluids and gases than for his work on earth pressure and therefore it seems fitting in a Rankine Lecture to draw attention to the significance of the main body of Rankine's work in many new areas of geotechnical endeavour. Other/Unknown Material Arctic Ice permafrost University of Alberta: Era - Education and Research Archive Arctic Endeavour ENVELOPE(162.000,162.000,-76.550,-76.550)
institution Open Polar
collection University of Alberta: Era - Education and Research Archive
op_collection_id ftunivalberta
language English
topic Geotechnical engineering
Frontier resource development
spellingShingle Geotechnical engineering
Frontier resource development
Morgenstern, N. R.
Geotechnical engineering and frontier resource development
topic_facet Geotechnical engineering
Frontier resource development
description The traditionalconcepts that constitute the framework for geotechnical engineering are often insufficient on their own to provide a basis for solving geotechnical problems associated with frontier resource developments. Studies are reported on the creep of permafrost slopes, the mechanics of heave in freezing soils and the behaviour of frozen soils subjected to thaw to illustrate this. These problems are encountered in the exploration and production of hydrocarbon resources in the Arctic. Considerations of ice rheology, fundamental thermo-dynamics and heat conduction in soils are additional concepts needed to solve these problems. Other examples are drawn from the geotechnical concerns that enter into the development of the Alberta oil sands. Here the geotechnical engineer must deal with gas-saturated, diagenetically-altered sands and with deformability and strength under high temperatures. Illustrations are given of the novel forms of behaviour encountered under these conditions. Initial results are presented of pore pressures developed under undrained heating and of the theoretical relation between the rate of heating and the dissipation of pore pressures. Rankine is actually better known for his work on thermodynamics and properties of fluids and gases than for his work on earth pressure and therefore it seems fitting in a Rankine Lecture to draw attention to the significance of the main body of Rankine's work in many new areas of geotechnical endeavour.
format Other/Unknown Material
author Morgenstern, N. R.
author_facet Morgenstern, N. R.
author_sort Morgenstern, N. R.
title Geotechnical engineering and frontier resource development
title_short Geotechnical engineering and frontier resource development
title_full Geotechnical engineering and frontier resource development
title_fullStr Geotechnical engineering and frontier resource development
title_full_unstemmed Geotechnical engineering and frontier resource development
title_sort geotechnical engineering and frontier resource development
publishDate 1981
url https://era.library.ualberta.ca/items/05a58509-ba95-4369-a73e-905eae7f4531
https://doi.org/10.7939/R3WG5N
long_lat ENVELOPE(162.000,162.000,-76.550,-76.550)
geographic Arctic
Endeavour
geographic_facet Arctic
Endeavour
genre Arctic
Ice
permafrost
genre_facet Arctic
Ice
permafrost
op_relation https://era.library.ualberta.ca/items/05a58509-ba95-4369-a73e-905eae7f4531
doi:10.7939/R3WG5N
op_rights © 1981 Thomas Telford. The original author(s) and source must be cited. Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees.
op_doi https://doi.org/10.7939/R3WG5N
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