The consolidation characteristics of peat as determined from the one-dimensional consolidation test

A detailed discussion of the consolidation process of peats is presented with suggested testing procedures for determining the consolidation characteristics, specific gravity, void ratio, moisture content, side friction and permeability. Particular attention is directed to secondary consolidation ef...

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Main Author: Doyle, Ronald Glen
Language:English
Published: University of British Columbia 2011
Subjects:
Online Access:http://hdl.handle.net/2429/38869
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spelling ndltd-UBC-oai-circle.library.ubc.ca-2429-388692018-01-05T17:49:22Z The consolidation characteristics of peat as determined from the one-dimensional consolidation test Doyle, Ronald Glen Peat A detailed discussion of the consolidation process of peats is presented with suggested testing procedures for determining the consolidation characteristics, specific gravity, void ratio, moisture content, side friction and permeability. Particular attention is directed to secondary consolidation effects which are discussed with reference to test results on two types of peats. The results from ten consolidation tests consisting of seven tests (2.5 inches diameter by 1 inch original height) on two types of peat, and three tests (8 inches diameter by 5 inches original height) on an amorphous peat are presented. A side friction measuring apparatus is described and experimental results of side friction measurements are presented. A pore pressure probe is described and evaluated as to experimental results of pore pressure measurements, permeability measurements and a rapid method of pore pressure determination during secondary compression. A graphical method of separation of primary and secondary compression is presented and described. Three topics are outlined as possible future research that will increase the understanding of the consolidation characteristics of peat. Applied Science, Faculty of Civil Engineering, Department of Graduate 2011-11-08T22:03:30Z 2011-11-08T22:03:30Z 1963 Text Thesis/Dissertation http://hdl.handle.net/2429/38869 eng For non-commercial purposes only, such as research, private study and education. Additional conditions apply, see Terms of Use https://open.library.ubc.ca/terms_of_use. University of British Columbia
collection NDLTD
language English
sources NDLTD
topic Peat
spellingShingle Peat
Doyle, Ronald Glen
The consolidation characteristics of peat as determined from the one-dimensional consolidation test
description A detailed discussion of the consolidation process of peats is presented with suggested testing procedures for determining the consolidation characteristics, specific gravity, void ratio, moisture content, side friction and permeability. Particular attention is directed to secondary consolidation effects which are discussed with reference to test results on two types of peats. The results from ten consolidation tests consisting of seven tests (2.5 inches diameter by 1 inch original height) on two types of peat, and three tests (8 inches diameter by 5 inches original height) on an amorphous peat are presented. A side friction measuring apparatus is described and experimental results of side friction measurements are presented. A pore pressure probe is described and evaluated as to experimental results of pore pressure measurements, permeability measurements and a rapid method of pore pressure determination during secondary compression. A graphical method of separation of primary and secondary compression is presented and described. Three topics are outlined as possible future research that will increase the understanding of the consolidation characteristics of peat. === Applied Science, Faculty of === Civil Engineering, Department of === Graduate
author Doyle, Ronald Glen
author_facet Doyle, Ronald Glen
author_sort Doyle, Ronald Glen
title The consolidation characteristics of peat as determined from the one-dimensional consolidation test
title_short The consolidation characteristics of peat as determined from the one-dimensional consolidation test
title_full The consolidation characteristics of peat as determined from the one-dimensional consolidation test
title_fullStr The consolidation characteristics of peat as determined from the one-dimensional consolidation test
title_full_unstemmed The consolidation characteristics of peat as determined from the one-dimensional consolidation test
title_sort consolidation characteristics of peat as determined from the one-dimensional consolidation test
publisher University of British Columbia
publishDate 2011
url http://hdl.handle.net/2429/38869
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