On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation Develops

Poisson’s ratio is of crucial importance for the theoretical and numerical analysis of rock engineering. It is an elastic parameter of the material and the ratio of the absolute value of lateral strain and axial strain when the material is under uniaxial tension or compression. However, it was rarel...

Full description

Bibliographic Details
Main Authors: Lu Dong, Hongfa Xu, Pengxian Fan, Zhichou Wu
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/8843056
id doaj-bd653b042e5842eaa674c71af2a83c08
record_format Article
spelling doaj-bd653b042e5842eaa674c71af2a83c082021-02-15T12:52:54ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/88430568843056On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation DevelopsLu Dong0Hongfa Xu1Pengxian Fan2Zhichou Wu3State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, ChinaState Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, ChinaState Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, ChinaState Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, ChinaPoisson’s ratio is of crucial importance for the theoretical and numerical analysis of rock engineering. It is an elastic parameter of the material and the ratio of the absolute value of lateral strain and axial strain when the material is under uniaxial tension or compression. However, it was rarely investigated compared with deformation modulus and strength. Rock materials are different from metal materials. The pure elastic deformation stage is usually very short or nonexistent in the process of uniaxial tension or compression. In this paper, in order to explore the behavior of Poisson’s ratio, uniaxial compression tests according to The International Society for Rock Mechanics and Rock Engineering are performed on standard specimens of granite, marble, red sandstone, carbonate rock, coral concrete, etc. According to the results, Poisson’s ratio, both the secant Poisson’s ratio and tangent Poisson’s ratio, increase with the externally applied stress. Therefore, regarding it as an elastic constant is worthy of a second thought. If the midpoint of the stress interval is fixed in the 50% of uniaxial compressive strength, the average Poisson’s ratio is almost impervious to the varying span of the stress interval. In addition, the average Poisson’s ratio is immune to the nonlinear deformation in the early loading stage. Thus, the average Poisson’s ratio is a better index than the secant Poisson’s ratio in describing the relationship between axial and lateral strains of hard rocks. The determination of Poisson’s ratio of soft rocks needs further investigation because Poisson’s ratio tends to exceed the theoretical limit in relatively low stress levels. The proposed viewpoint provides a deeper insight into the testing, determining, and using of Poisson’s ratio.http://dx.doi.org/10.1155/2021/8843056
collection DOAJ
language English
format Article
sources DOAJ
author Lu Dong
Hongfa Xu
Pengxian Fan
Zhichou Wu
spellingShingle Lu Dong
Hongfa Xu
Pengxian Fan
Zhichou Wu
On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation Develops
Advances in Civil Engineering
author_facet Lu Dong
Hongfa Xu
Pengxian Fan
Zhichou Wu
author_sort Lu Dong
title On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation Develops
title_short On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation Develops
title_full On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation Develops
title_fullStr On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation Develops
title_full_unstemmed On the Experimental Determination of Poisson’s Ratio for Intact Rocks and Its Variation as Deformation Develops
title_sort on the experimental determination of poisson’s ratio for intact rocks and its variation as deformation develops
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2021-01-01
description Poisson’s ratio is of crucial importance for the theoretical and numerical analysis of rock engineering. It is an elastic parameter of the material and the ratio of the absolute value of lateral strain and axial strain when the material is under uniaxial tension or compression. However, it was rarely investigated compared with deformation modulus and strength. Rock materials are different from metal materials. The pure elastic deformation stage is usually very short or nonexistent in the process of uniaxial tension or compression. In this paper, in order to explore the behavior of Poisson’s ratio, uniaxial compression tests according to The International Society for Rock Mechanics and Rock Engineering are performed on standard specimens of granite, marble, red sandstone, carbonate rock, coral concrete, etc. According to the results, Poisson’s ratio, both the secant Poisson’s ratio and tangent Poisson’s ratio, increase with the externally applied stress. Therefore, regarding it as an elastic constant is worthy of a second thought. If the midpoint of the stress interval is fixed in the 50% of uniaxial compressive strength, the average Poisson’s ratio is almost impervious to the varying span of the stress interval. In addition, the average Poisson’s ratio is immune to the nonlinear deformation in the early loading stage. Thus, the average Poisson’s ratio is a better index than the secant Poisson’s ratio in describing the relationship between axial and lateral strains of hard rocks. The determination of Poisson’s ratio of soft rocks needs further investigation because Poisson’s ratio tends to exceed the theoretical limit in relatively low stress levels. The proposed viewpoint provides a deeper insight into the testing, determining, and using of Poisson’s ratio.
url http://dx.doi.org/10.1155/2021/8843056
work_keys_str_mv AT ludong ontheexperimentaldeterminationofpoissonsratioforintactrocksanditsvariationasdeformationdevelops
AT hongfaxu ontheexperimentaldeterminationofpoissonsratioforintactrocksanditsvariationasdeformationdevelops
AT pengxianfan ontheexperimentaldeterminationofpoissonsratioforintactrocksanditsvariationasdeformationdevelops
AT zhichouwu ontheexperimentaldeterminationofpoissonsratioforintactrocksanditsvariationasdeformationdevelops
_version_ 1714866912501956608