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Compression of Silt Under Model Footings.

The experimental work described in the thesis consisted of a series of tests of model footings on dry silt of various porosities. It was done from the point of view of settlement-pressure relationship. Also, one of the theories of settlement is examined, and the results of the tests are compared with that theory. The principal factors affecting the tests are pointed out, and suggestions are made to guide further studies of the subject.

Identiferoai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.111250
Date January 1957
CreatorsPadopulos, Diogenes.
ContributorsCoates, D.F. (Supervisor)
PublisherMcGill University
Source SetsLibrary and Archives Canada ETDs Repository / Centre d'archives des thèses électroniques de Bibliothèque et Archives Canada
LanguageEnglish
Detected LanguageEnglish
TypeElectronic Thesis or Dissertation
Formatapplication/pdf
CoverageMaster of Engineering. (Department of Engineering.)
RightsAll items in eScholarship@McGill are protected by copyright with all rights reserved unless otherwise indicated.
Relationalephsysno: NNNNNNNNN, Theses scanned by McGill Library.

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