Role of Poisson's ratios on the consolidation response of soils

Z. Q. Yue; A. P.S. Selvadurai

Role of Poisson's ratios on the consolidation response of soils

Z. Q. Yue^*
, A. P.S. Selvadurai

^*Corresponding author for this work

Carleton University

Research output: Contribution to conference › Paper › peer-review

1 Scopus citations

Abstract

This paper presents an analytical study of the classical consolidation problem related to deep soil deposit whose permeable or impermeable surface subjected to a perfectly flexible circular load. The deep soil deposit is modeled as a poroelastic medium of semi-infinite extent, saturated with compressible pore fluid. The analytical and numerical solutions for the surface settlements and excess pore pressure illustrate the significance and manner of the drained and undrained Poisson's ratios ν and ν_u on the consolidation response of saturated soils.

Original language	English
Pages	11/1-11/10
State	Published - 1992
Externally published	Yes
Event	Proceedings of the 45th Canadian Geotechnical Conference - Toronto, Ont, Can Duration: 26 Oct 1992 → 28 Oct 1992

Conference

Conference	Proceedings of the 45th Canadian Geotechnical Conference
City	Toronto, Ont, Can
Period	26/10/92 → 28/10/92

Cite this

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title = "Role of Poisson's ratios on the consolidation response of soils",

abstract = "This paper presents an analytical study of the classical consolidation problem related to deep soil deposit whose permeable or impermeable surface subjected to a perfectly flexible circular load. The deep soil deposit is modeled as a poroelastic medium of semi-infinite extent, saturated with compressible pore fluid. The analytical and numerical solutions for the surface settlements and excess pore pressure illustrate the significance and manner of the drained and undrained Poisson's ratios ν and νu on the consolidation response of saturated soils.",

author = "Yue, \{Z. Q.\} and Selvadurai, \{A. P.S.\}",

year = "1992",

language = "英语",

pages = "11/1--11/10",

note = "Proceedings of the 45th Canadian Geotechnical Conference ; Conference date: 26-10-1992 Through 28-10-1992",

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T1 - Role of Poisson's ratios on the consolidation response of soils

AU - Yue, Z. Q.

AU - Selvadurai, A. P.S.

PY - 1992

Y1 - 1992

N2 - This paper presents an analytical study of the classical consolidation problem related to deep soil deposit whose permeable or impermeable surface subjected to a perfectly flexible circular load. The deep soil deposit is modeled as a poroelastic medium of semi-infinite extent, saturated with compressible pore fluid. The analytical and numerical solutions for the surface settlements and excess pore pressure illustrate the significance and manner of the drained and undrained Poisson's ratios ν and νu on the consolidation response of saturated soils.

AB - This paper presents an analytical study of the classical consolidation problem related to deep soil deposit whose permeable or impermeable surface subjected to a perfectly flexible circular load. The deep soil deposit is modeled as a poroelastic medium of semi-infinite extent, saturated with compressible pore fluid. The analytical and numerical solutions for the surface settlements and excess pore pressure illustrate the significance and manner of the drained and undrained Poisson's ratios ν and νu on the consolidation response of saturated soils.

UR - https://www.scopus.com/pages/publications/0027106687

M3 - 论文

AN - SCOPUS:0027106687

SP - 11/1-11/10

T2 - Proceedings of the 45th Canadian Geotechnical Conference

Y2 - 26 October 1992 through 28 October 1992

ER -

Role of Poisson's ratios on the consolidation response of soils

Abstract

Conference

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