基于<italic style="font-style: italic">β</italic>-屈服函数的炭质泥页岩统一硬化模型

崔凯; 胡斌; 崔阿能; 马利遥; 刘杨; 祝鑫

doi:10.11835/j.issn.2096-6717.2021.036

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基于β-屈服函数的炭质泥页岩统一硬化模型

土木工程 | 更新时间：2023-06-25

- 基于β-屈服函数的炭质泥页岩统一硬化模型
- Unified hardening model of carbonaceous shale based on β-yield function
- 土木与环境工程学报 2023年45卷第1期页码：89-96
- 作者机构：
  
  武汉科技大学资源与环境工程学院
  冶金矿产资源高效利用与造块湖北省重点实验室，武汉 430081
- 作者简介：
  
  崔凯（1987- ），男，博士生，主要从事地下空间稳定与安全、露天高边坡稳定性研究，E-mail：cuikai1987@wust.edu.cn。
  胡斌（通信作者），男，教授，博士生导师，E-mail：hbin74@wust.edu.cn。
- 基金信息：
  
  国家自然科学基金(41672317;U1802243);湖北省技术创新专项(2017ACA184);武科大重大科技项目培育类创新团队(2018TDX01)
- DOI：10.11835/j.issn.2096-6717.2021.036
  中图分类号： TU45
- 收稿：2020-12-07，
  
  纸质出版：2023-02-25
- 稿件说明：
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崔凯, 胡斌, 崔阿能, 等. 基于β-屈服函数的炭质泥页岩统一硬化模型[J]. 土木与环境工程学报, 2023,45(1):89-96.

CUI Kai, HU Bin, CUI Aneng, et al. Unified hardening model of carbonaceous shale based on β-yield function[J]. Journal of Civil and Environmental Engineering, 2023, 45(1): 89-96.
崔凯, 胡斌, 崔阿能, 等. 基于β-屈服函数的炭质泥页岩统一硬化模型[J]. 土木与环境工程学报, 2023,45(1):89-96. DOI： 10.11835/j.issn.2096-6717.2021.036.

CUI Kai, HU Bin, CUI Aneng, et al. Unified hardening model of carbonaceous shale based on β-yield function[J]. Journal of Civil and Environmental Engineering, 2023, 45(1): 89-96. DOI： 10.11835/j.issn.2096-6717.2021.036.

摘要

炭质泥页岩普遍存在于中国西南地区矿山高边坡的软弱夹层中，在雨水浸润作用下容易发生劣化，进而对矿山高边坡的稳定性产生不利影响。在复杂加载条件下，炭质泥页岩会发生弹塑性破坏，表现出应变软化和剪胀等特点。将炭质泥页岩视作超固结黏土，基于

β-

屈服函数建立了相应的修正统一硬化模型。与修正剑桥模型的应力

—

剪胀方程相比，该模型能够更为准确地描述炭质泥页岩的剪胀特性。此外，借助

β-

屈服函数，该模型能考虑屈服面几何形状对模型计算结果的影响，从而提高模型的计算精度。将模型计算结果与炭质泥页岩等材料的排水三轴压缩试验结果进行对比发现，拟合效果较好，表明模型能准确描述炭质泥页岩的力学特性。

Abstract

The carbonaceous shale is widely distributed in the weak intercalated layer of high mine slopes in southwest China

the stability of which would be affected by the rain infiltration induced delegation of the carbonaceous shale. Carbonaceous shale can be regarded as a typical elastro-plastic material as ductile failure can be observed under complex loading conditions

which is similar with the over-consolidated clays. This paper developed a modified unified hardening model for carbonaceous shale to account for the strain-softening and dilatancy features. Besides

-yield function was adopted to better capture the negative dilatancy deformation. Moreover

the proposed model is able to account for the effect of the shape of yield locus on the model predictions

and the model performance can be then improved. Model predictions were compared with the drained triaxial test results of carbonaceous shales

form which a well-agreement was achieved

and consequently the model's performance was verified.

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references

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基于β-屈服函数的炭质泥页岩统一硬化模型

Unified hardening model of carbonaceous shale based on β-yield function

DOI：10.11835/j.issn.2096-6717.2021.036

摘要

Abstract

关键词

Keywords

references