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...
Main Author: | |
---|---|
Language: | English |
Published: |
University of British Columbia
2011
|
Subjects: | |
Online Access: | http://hdl.handle.net/2429/38869 |
id |
ndltd-UBC-oai-circle.library.ubc.ca-2429-38869 |
---|---|
record_format |
oai_dc |
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 |
work_keys_str_mv |
AT doyleronaldglen theconsolidationcharacteristicsofpeatasdeterminedfromtheonedimensionalconsolidationtest AT doyleronaldglen consolidationcharacteristicsofpeatasdeterminedfromtheonedimensionalconsolidationtest |
_version_ |
1718596266668064768 |