Applicability of Anisotropic Failure Criteria and Associated Application with Layered Rocks

This paper examines the applicability of four failure criteria applied to layered rocks, namely, Pariseau’s model, linear empirical equation, nonlinear empirical equation (LEE and NLEE), and Jaeger’s plane-of-weakness model (JPW). A database comprising 282 uniaxial compressive strength (UCS) tests a...

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Main Authors: Wenxue Deng, Tianhong Yang, Honglei Liu, Feiyue Liu, HongLiang Xu
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6688946
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spelling doaj-bfea25da74974ef98546f47a0411dec02021-02-15T12:52:54ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/66889466688946Applicability of Anisotropic Failure Criteria and Associated Application with Layered RocksWenxue Deng0Tianhong Yang1Honglei Liu2Feiyue Liu3HongLiang Xu4Department of Mining Engineering, School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, ChinaDepartment of Mining Engineering, School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, ChinaDepartment of Mining Engineering, School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, ChinaDepartment of Mining Engineering, School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, ChinaNorthern Engineering and Technology Corporation, Dalian 116600, ChinaThis paper examines the applicability of four failure criteria applied to layered rocks, namely, Pariseau’s model, linear empirical equation, nonlinear empirical equation (LEE and NLEE), and Jaeger’s plane-of-weakness model (JPW). A database comprising 282 uniaxial compressive strength (UCS) tests and 1,273 triaxial tests conducted worldwide on layered rocks is compiled. Pariseau’s model is classified as a continuous function, and LEE and NLEE, as well as JPW, are classified as piecewise functions. Nonlinear least squares and traversing methods are used to determine the global minima of the material coefficients in the two types of functions. The goodness of fit of these criteria for the database is evaluated. Two statistical parameters, namely, regression coefficient (R2) and mean absolute percentage error (MAPE) are used for precision assessment. The aforementioned methods and the criteria are further used for evaluating the surrounding rock stability of the eastern slope of Yanshan iron open-pit and the underground powerhouse of the Jinping I hydropower station. The results show that (1) Pariseau’s model is not suitable for layered rocks when n = 2, and the fit is worst in the condition of insufficient triaxial data when n = 1; (2) the MAPE of the empirical equation (LEE and NLEE) is within 20%, with the best predictive accuracy under medium to low confining pressures, and the MPAE of JPW is within 40%, with the best predictive accuracy under high confining pressures; and (3) calculation of the damage area of the slope and underground powerhouse and comparison with the actual damage on the site verify that the empirical equation has the best engineering prediction accuracy under medium to low confining pressure conditions.http://dx.doi.org/10.1155/2021/6688946
collection DOAJ
language English
format Article
sources DOAJ
author Wenxue Deng
Tianhong Yang
Honglei Liu
Feiyue Liu
HongLiang Xu
spellingShingle Wenxue Deng
Tianhong Yang
Honglei Liu
Feiyue Liu
HongLiang Xu
Applicability of Anisotropic Failure Criteria and Associated Application with Layered Rocks
Advances in Civil Engineering
author_facet Wenxue Deng
Tianhong Yang
Honglei Liu
Feiyue Liu
HongLiang Xu
author_sort Wenxue Deng
title Applicability of Anisotropic Failure Criteria and Associated Application with Layered Rocks
title_short Applicability of Anisotropic Failure Criteria and Associated Application with Layered Rocks
title_full Applicability of Anisotropic Failure Criteria and Associated Application with Layered Rocks
title_fullStr Applicability of Anisotropic Failure Criteria and Associated Application with Layered Rocks
title_full_unstemmed Applicability of Anisotropic Failure Criteria and Associated Application with Layered Rocks
title_sort applicability of anisotropic failure criteria and associated application with layered rocks
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2021-01-01
description This paper examines the applicability of four failure criteria applied to layered rocks, namely, Pariseau’s model, linear empirical equation, nonlinear empirical equation (LEE and NLEE), and Jaeger’s plane-of-weakness model (JPW). A database comprising 282 uniaxial compressive strength (UCS) tests and 1,273 triaxial tests conducted worldwide on layered rocks is compiled. Pariseau’s model is classified as a continuous function, and LEE and NLEE, as well as JPW, are classified as piecewise functions. Nonlinear least squares and traversing methods are used to determine the global minima of the material coefficients in the two types of functions. The goodness of fit of these criteria for the database is evaluated. Two statistical parameters, namely, regression coefficient (R2) and mean absolute percentage error (MAPE) are used for precision assessment. The aforementioned methods and the criteria are further used for evaluating the surrounding rock stability of the eastern slope of Yanshan iron open-pit and the underground powerhouse of the Jinping I hydropower station. The results show that (1) Pariseau’s model is not suitable for layered rocks when n = 2, and the fit is worst in the condition of insufficient triaxial data when n = 1; (2) the MAPE of the empirical equation (LEE and NLEE) is within 20%, with the best predictive accuracy under medium to low confining pressures, and the MPAE of JPW is within 40%, with the best predictive accuracy under high confining pressures; and (3) calculation of the damage area of the slope and underground powerhouse and comparison with the actual damage on the site verify that the empirical equation has the best engineering prediction accuracy under medium to low confining pressure conditions.
url http://dx.doi.org/10.1155/2021/6688946
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