Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress

The maximum resistance to shear on any plane in the soil is a function, not of the total normal stress acting on the plane, but of the difference between the total normal stress and the pore pressure so that the study of the relationship between stress and pore pressure is very important. Skempton...

Full description

Bibliographic Details
Main Author: Krasaesindhu, Prasop
Published: 2012
Online Access:http://hdl.handle.net/1993/5627
id ndltd-MANITOBA-oai-mspace.lib.umanitoba.ca-1993-5627
record_format oai_dc
spelling ndltd-MANITOBA-oai-mspace.lib.umanitoba.ca-1993-56272014-01-31T03:32:59Z Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress Krasaesindhu, Prasop The maximum resistance to shear on any plane in the soil is a function, not of the total normal stress acting on the plane, but of the difference between the total normal stress and the pore pressure so that the study of the relationship between stress and pore pressure is very important. Skempton established the concept of pore pressure parameters to relate changes in pore pressure with changes in stress. He related the change in pore pressure to the minor principal stress and to the maximum principal stress difference. This approach does not take into account the intermediate principal stress nor does it unequivocally separate effects of normal and shearing stresses. This paper describes a method for determining the pore pressure at any state of stress. This is done by separating the mechanics of the soil behavior into a volumetric and a deviatoric component. These components refer to the stress-strain relationship involving changes in the mean principal stress and changes in the deviatoric components of stress... The relationship between the octahedral normal stress and the pore pressure was determined by means of isotropic compression tests... The relationship between the induced pore pressure and the octahedral shear stress, or the pore pressure parameter ~, was investigated by means of constant octahedral normal triaxial compression tests... To assess the validity of this method, a comparison was made between measured pore pressure in the conventional triaxial compression tests and pore pressure computed on the bases of changes in volumetric and deviatoric stresses. Very good agreement was found between the predicted and the observed pore pressures. These results indicate that predicting pore pressure through a separation of the volumetric and deviatoric components appears to be valid. 2012-05-10T21:14:33Z 2012-05-10T21:14:33Z 1967 http://hdl.handle.net/1993/5627
collection NDLTD
sources NDLTD
description The maximum resistance to shear on any plane in the soil is a function, not of the total normal stress acting on the plane, but of the difference between the total normal stress and the pore pressure so that the study of the relationship between stress and pore pressure is very important. Skempton established the concept of pore pressure parameters to relate changes in pore pressure with changes in stress. He related the change in pore pressure to the minor principal stress and to the maximum principal stress difference. This approach does not take into account the intermediate principal stress nor does it unequivocally separate effects of normal and shearing stresses. This paper describes a method for determining the pore pressure at any state of stress. This is done by separating the mechanics of the soil behavior into a volumetric and a deviatoric component. These components refer to the stress-strain relationship involving changes in the mean principal stress and changes in the deviatoric components of stress... The relationship between the octahedral normal stress and the pore pressure was determined by means of isotropic compression tests... The relationship between the induced pore pressure and the octahedral shear stress, or the pore pressure parameter ~, was investigated by means of constant octahedral normal triaxial compression tests... To assess the validity of this method, a comparison was made between measured pore pressure in the conventional triaxial compression tests and pore pressure computed on the bases of changes in volumetric and deviatoric stresses. Very good agreement was found between the predicted and the observed pore pressures. These results indicate that predicting pore pressure through a separation of the volumetric and deviatoric components appears to be valid.
author Krasaesindhu, Prasop
spellingShingle Krasaesindhu, Prasop
Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress
author_facet Krasaesindhu, Prasop
author_sort Krasaesindhu, Prasop
title Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress
title_short Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress
title_full Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress
title_fullStr Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress
title_full_unstemmed Analysis of pore water stress in Lake Agassiz clay through a separation of the volumetric and deviatoric components of stress
title_sort analysis of pore water stress in lake agassiz clay through a separation of the volumetric and deviatoric components of stress
publishDate 2012
url http://hdl.handle.net/1993/5627
work_keys_str_mv AT krasaesindhuprasop analysisofporewaterstressinlakeagassizclaythroughaseparationofthevolumetricanddeviatoriccomponentsofstress
_version_ 1716629199331000321