Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass

In order to effectively describe the whole creep process of fractured rock mass, triaxial unloading creep tests were carried out on prefractured coal samples using constant axial pressure and graded unloading confining pressure, and the axial and lateral creep laws of fractured coal samples with dif...

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Main Authors: Maotong Li, Kesheng Li, Deng Zhang, Chuanxiao Liu, Depeng Ma
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2020/8833512
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author Maotong Li
Kesheng Li
Deng Zhang
Chuanxiao Liu
Depeng Ma
author_facet Maotong Li
Kesheng Li
Deng Zhang
Chuanxiao Liu
Depeng Ma
author_sort Maotong Li
collection DOAJ
description In order to effectively describe the whole creep process of fractured rock mass, triaxial unloading creep tests were carried out on prefractured coal samples using constant axial pressure and graded unloading confining pressure, and the axial and lateral creep laws of fractured coal samples with different dip angles were studied. Combined with the characteristics of creep curve and based on Kachanov’s creep damage theory, the damage variable is introduced into the constitutive relation and creep equation, and the evolution equation of damage variable with time in the whole creep process is derived. At the same time, a new method to calculate the initial damage is proposed. The elastoplastic body with damage variable is connected with the Burgers model in series. Meanwhile, lade criterion and switch element are introduced into the creep model to establish a new fracture damage creep model. The one-dimensional and three-dimensional damage creep equations are derived. The damage creep equation is obtained according to the superposition principle. A simple and feasible method for parameter identification of the model is given based on the characteristics of creep curve. The applicability of the model is verified by comparing the creep test curve of fractured coal sample with the theoretical curve. The results show that the two models are in good agreement. The model can not only accurately reflect the nonlinear characteristics of creep curves in the attenuation and isokinetic stages but also describe the accelerated creep characteristics of fractured rocks.
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institution Kabale University
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language English
publishDate 2020-01-01
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series Shock and Vibration
spelling doaj-art-b2a0211b8bce4b9493cdd22d96b3a95a2025-02-03T00:59:41ZengWileyShock and Vibration1070-96221875-92032020-01-01202010.1155/2020/88335128833512Study on Creep Characteristics and Constitutive Relation of Fractured Rock MassMaotong Li0Kesheng Li1Deng Zhang2Chuanxiao Liu3Depeng Ma4College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an 271018, Shandong, ChinaCollege of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an 271018, Shandong, ChinaCollege of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an 271018, Shandong, ChinaCollege of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an 271018, Shandong, ChinaCollege of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an 271018, Shandong, ChinaIn order to effectively describe the whole creep process of fractured rock mass, triaxial unloading creep tests were carried out on prefractured coal samples using constant axial pressure and graded unloading confining pressure, and the axial and lateral creep laws of fractured coal samples with different dip angles were studied. Combined with the characteristics of creep curve and based on Kachanov’s creep damage theory, the damage variable is introduced into the constitutive relation and creep equation, and the evolution equation of damage variable with time in the whole creep process is derived. At the same time, a new method to calculate the initial damage is proposed. The elastoplastic body with damage variable is connected with the Burgers model in series. Meanwhile, lade criterion and switch element are introduced into the creep model to establish a new fracture damage creep model. The one-dimensional and three-dimensional damage creep equations are derived. The damage creep equation is obtained according to the superposition principle. A simple and feasible method for parameter identification of the model is given based on the characteristics of creep curve. The applicability of the model is verified by comparing the creep test curve of fractured coal sample with the theoretical curve. The results show that the two models are in good agreement. The model can not only accurately reflect the nonlinear characteristics of creep curves in the attenuation and isokinetic stages but also describe the accelerated creep characteristics of fractured rocks.http://dx.doi.org/10.1155/2020/8833512
spellingShingle Maotong Li
Kesheng Li
Deng Zhang
Chuanxiao Liu
Depeng Ma
Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass
Shock and Vibration
title Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass
title_full Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass
title_fullStr Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass
title_full_unstemmed Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass
title_short Study on Creep Characteristics and Constitutive Relation of Fractured Rock Mass
title_sort study on creep characteristics and constitutive relation of fractured rock mass
url http://dx.doi.org/10.1155/2020/8833512
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AT keshengli studyoncreepcharacteristicsandconstitutiverelationoffracturedrockmass
AT dengzhang studyoncreepcharacteristicsandconstitutiverelationoffracturedrockmass
AT chuanxiaoliu studyoncreepcharacteristicsandconstitutiverelationoffracturedrockmass
AT depengma studyoncreepcharacteristicsandconstitutiverelationoffracturedrockmass