首页|基于分数阶理论的软泥岩一维次固结蠕变模型

基于分数阶理论的软泥岩一维次固结蠕变模型

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工程中因岩石蠕变而诱发的灾害屡见不鲜,其中的软岩蠕变在实际工程中也较为常见.为探讨软岩蠕变特性,并准确预测软岩蠕变变形,本研究首先对宁夏固原市隆德县的软泥岩进行了 一维次固结蠕变试验,分析了一维次固结蠕变试验下软泥岩的蠕变特性;然后引入了分数阶理论的概念,推演能够描述非线性蠕变特征的分数阶Burgers模型本构方程;最后利用Matlab中lsqcurvefit算法对软泥岩一维次固结蠕变试验数据进行数值求解,分析了分数阶阶数对软泥岩一维次固结蠕变曲线的影响.蠕变试验表明:软泥岩蠕变机制符合固结蠕变中瞬时变形、固结变形、稳定变形三阶段,并呈明显的非线性特征,且原状、重塑试样在固结过程中均产生了较大程度的次固结蠕变,最大变形量可占总变形量的59%.数值模拟结果表明:分数阶Burgers模型能够更好地描述次固结蠕变的非线性特征;模型分数阶阶数γ有较强的敏感性,能够反映拟合曲线的弹性阶段及之后的非线性黏弹性阶段,而分数阶阶数β敏感性较差,仅能对黏弹性阶段的蠕变趋势做出细微反应.
One-Dimensional Secondary Consolidation Creep Constitutive Model of Soft Mudstone Based on Fractional Order Theory
Disasters induced by rock creep in engineering are common,and soft rock creep is also more common in actual engineering.In order to explore the soft rock creep characteristics and accurately predict the soft rock creep deformation.In this study,firstly,a one-dimensional secondary consolidation creep test was carried out on the soft mudstone in Lund area of Guyuan City,Ningxia,and the creep characteristics of soft mudstone under the one-dimensional secondary consolidation creep test were analyzed.Secondly,the concept of fractional order theory was introduced to derive the fractional order Burgers model constitutive equation which can describe the nonlinear creep characteristics.Finally,the lsqcurvefit algorithm in Matlab was used to numerically solve the one-dimensional secondary consolidation creep test data of soft mudstone,and the effect of fractional order number on the one-dimensional secondary consolidation creep curve of soft mudstone was analyzed.One-dimensional secondary consolidation creep test shows that the creep mechanism of soft mudstone conforms to the three stages of transient deformation,consolidation deformation,and stable deformation in consolidation creep,and shows obvious nonlinear characteristics.And the undisturbed sample,remodeled sample in the consolidation process produced a large degree of secondary consolidation creep,the maximum deformation can account for 59%of the total deformation.Numerical simulation results show that the fractional order Burgers model can better describe the nonlinear characteristics of the sub-consolidation creep;Model fractional order γ has a strong sensitivity to reflect the elasticity of the fitted curve and the nonlinear viscoelasticity after the stage,and fractional order β sensitivity is poorer than the viscoelasticity stage of the creep tendency to make a subtle response.

soft mudstonefractional order theoryrock creepBurgers modelGuyuan City,Ningxia

任思远、倪万魁、陈军廷、拓文鑫、杨珍珍

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长安大学地质工程与测绘学院,西安 710054

软泥岩 分数阶理论 岩石蠕变 Burgers模型 宁夏固原市

国家自然科学基金项目

41931285

2024

吉林大学学报(地球科学版)
吉林大学

吉林大学学报(地球科学版)

CSTPCD北大核心
影响因子:1.062
ISSN:1671-5888
年,卷(期):2024.54(1)
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