巷道蝶形破坏强度准则低敏感性研究及工程应用

刘洪涛; 韩子俊; 刘勤裕; 陈子晗; 韩洲; 张红凯; 杨永松

doi:10.16285/j.rsm.2023.0107

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巷道蝶形破坏强度准则低敏感性研究及工程应用

基础理论与实验研究 | 更新时间：2026-06-28

- 巷道蝶形破坏强度准则低敏感性研究及工程应用
- 巷道蝶形破坏强度准则低敏感性研究及工程应用
- 岩土力学 2024年45卷第1期页码：117-130
- 作者机构：
  
  1. 中国矿业大学(北京)能源与矿业学院
  2. 巷道支护与灾害防治煤炭行业工程研究中心
- 作者简介：
- 基金信息：
  
  国家自然科学基金项目号(No.U22A20165,No.51774288,No.52004289);高校基本科研业务费资助(No.2022XJNY01)~~
- DOI：10.16285/j.rsm.2023.0107
  中图分类号： TD322;TD353
- 网络首发：2024-01-10，
  
  纸质出版：2024
- 稿件说明：
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刘洪涛, 韩子俊, 刘勤裕, 等. 巷道蝶形破坏强度准则低敏感性研究及工程应用[J]. 岩土力学, 2024,45(1):117-130.

刘洪涛, 韩子俊, 刘勤裕, et al. 巷道蝶形破坏强度准则低敏感性研究及工程应用[J]. 2024, 45(1): 117-130.
刘洪涛, 韩子俊, 刘勤裕, 等. 巷道蝶形破坏强度准则低敏感性研究及工程应用[J]. 岩土力学, 2024,45(1):117-130. DOI： 10.16285/j.rsm.2023.0107.

刘洪涛, 韩子俊, 刘勤裕, et al. 巷道蝶形破坏强度准则低敏感性研究及工程应用[J]. 2024, 45(1): 117-130. DOI： 10.16285/j.rsm.2023.0107.

摘要

巷道围岩的塑性区形态对巷道的破坏形式及破坏程度有重要影响。为探究三向应力场下塑性区形态演化过程，基于弹性力学推导了轴向应力表达式，并依据蝶形塑性区边界方程求解思路，确定了三维强度准则下三向塑性区近似解的求解方法。通过等球应力p、等偏应力q以及不同Lode角θ

来确定围岩应力加载方案，对不同三维强度准则下的围岩塑性区形态演化规律进行深入研究，论证了蝶形破坏的准则低敏感性。基于蝶形破坏理论对羊场湾160206回风巷道的非对称变形破坏机制及控制技术进行深入分析。研究结果表明：（1）在相同p、q及不同θ

的应力加载条件下，5种强度准则下的塑性区形态均呈现圆形、类椭圆及蝶形的演化规律，且每种强度准则在相同θ

的情况下围岩的塑性区形态基本一致。（2）相同应力大小、不同应力方向的加载方案下，围岩的塑性区形态大不相同。圆巷围岩的塑性区形态很大程度上由水平侧压比决定，轴向侧压对围岩的塑性区尺寸影响较大，对塑性区形态影响较小。（3）羊场湾160206回风巷道在叠加采动影响下顶板呈现非对称大变形破坏，基于蝶形塑性区支护思路，应用非对称锚杆索+超前单元支架+钻孔卸压的协同支护技术，取得了良好的支护效果。

Abstract

The morphology of the plastic zone of roadwaysurrounding rock has an important influence on the failure mode and degree ofroadway. In order to explore the evolution of plastic zone morphology underthree-dimensional stress field

this paper derives the axial stress expressionbased on elastic mechanics

and determines the approximate solution method of3D plastic zone under 3D strength criterion according to the idea of solvingthe boundary equation of butterfly plastic zone. By determining the surroundingrock stress loading scheme through equal spherical stress and equal deviatoric stress with different Lode angles

the morphological evolution of the plastic zoneunder different 3D strength criteria is studied in depth

and the lowsensitivity of the criterion for butterfly failure is demonstrated. Based onthe butterfly failure theory

the asymmetric deformation failure mechanism andcontrol technology of 160206 return roadway in Yangchangwan are analyzed. Theresults show that: 1) Under the same

and different stress loadingconditions

the morphology of the plastic zone under the five strength criteriashows the evolution patterns of round

oval and butterfly shapes

and themorphology of the plastic zone of surrounding rock is basically consistent foreach strength criterion under the same . 2) Under the loading scheme with same stress stateand different stress directions

the plastic zone morphology of surroundingrock varies greatly. The shape of the plastic zone is largely determined by thehorizontal lateral pressure ratio. The axial lateral pressure has a greaterinfluence on the size of the plastic zone

but less influence on the shape ofthe plastic zone. 3) Under the influence of superimposed mining

the roof of160206 return roadway presents asymmetric large deformation and failure. Basedon the support idea of butterfly plastic zone

the collaborative supporttechnology of ' asymmetric anchor cable + advanced unit support + boreholepressure relief ' has been applied

and good supporting effect has beenachieved.

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references

张学言,闫澍旺主编.岩土塑性力学基础[M].天津大学出版社,2004.

()卡斯特奈著,同济大学《隧道与坑道静力学》翻译组译.隧道与坑道静力学[M].上海科学技术出版社,1980.

Shi H. Y.,Ma Z. K.,Zhu Q. J.,Shi J. J.,Zhao Z. Q..Comparison of Shape Characteristics of Plastic Zone Around Circular Tunnel Under Different Strength Criteria[J].Journal of Mechanics,2020.

Miao-Fei Xu,Shun-Chuan Wu,Yong-Tao Gao,Jun Ma,Qing-Liang Wu.Analytical elastic stress solution and plastic zone estimation for a pressure-relief circular tunnel using complex variable methods[J].Tunnelling and Underground Space Technology incorporating Trenchless Technology Research,2019.

Sergio A. B. Fontoura.Lade and Modified Lade 3D Rock Strength Criteria[J].Rock Mechanics and Rock Engineering,2012.

A.M. Al-Ajmi,R.W. Zimmerman.Stability analysis of vertical boreholes using the Mogi–Coulomb failure criterion[J].International Journal of Rock Mechanics and Mining Sciences,2006.

A.M. Al-Ajmi,R.W. Zimmerman.Relation between the Mogi and the Coulomb failure criteria[J].International journal of rock mechanics and mining sciences,2005.

HAJIME MATSUOKA,TAKUYA HOSHIKAWA,KENJI UENO.A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS[J].SOILS AND FOUNDATIONS,1990.

Lade Poul V.,Duncan James M..Elastoplastic Stress-Strain Theory for Cohesionless Soil[J].Journal of the Geotechnical Engineering Division,1975.

Hajime MATSUOKA,Teruo NAKAI.STRESS-DEFORMATION AND STRENGTH CHARACTERISTICS OF SOIL UNDER THREE DIFFERENT PRINCIPAL STRESSES[J].Proceedings of the Japan Society of Civil Engineers,1974.

Kiyoo Mogi.Effect of the triaxial stress system on the failure of dolomite and limestone[J].Tectonophysics,1971.

Kiyoo Mogi.Effect of the intermediate principal stress on rock failure[J].Journal of Geophysical Research,1967.

赵志强.大变形回采巷道围岩变形破坏机理与控制方法研究[D].中国矿业大学（北京）,2014(12).

王磊,张帅,刘怀谦,陈礼鹏,朱传奇,李少波,王安铖.冲击荷载下含瓦斯煤能量耗散及损伤破坏规律[J].岩土力学,2023(07).

王凯兴,薛佳琪,潘一山,窦林名,肖永惠.顶板-支护系统准共振诱发冲击地压机制研究[J].岩土力学,2023(03).

刘洪涛,韩子俊,郭晓菲,周光东,韦晟杰,韩洲,陈小港,程文聪.考虑轴向应力影响的圆形巷道围岩塑性区边界近似解[J].煤炭科学技术,2023(10).

王凯,杨宝贵,王鹏宇,李冲.软弱厚煤层沿空留巷变形破坏特征及控制研究[J].岩土力学,2022(07).

康永水,耿志,刘泉声,刘滨,朱元广.我国软岩大变形灾害控制技术与方法研究进展[J].岩土力学,2022(08).

吴祥业,王婧雅,陈世江,张玉江,卜庆为.重复采动巷道塑性区调控原理与稳定控制[J].岩土力学,2022(01).

李永恩,郭晓菲,马念杰,李臣,霍天宏.孔洞围岩塑性区边界计算的理论研究现状与分析评价[J].煤炭科学技术,2021(05).

赵洪宝,程辉,王磊,刘一洪,吉东亮,张一潇.非静水压力条件下巷道围岩偏应力场分布特征与围岩破坏规律[J].煤炭学报,2021(02).

郭晓菲,郭林峰,李臣,马念杰,赵志强,霍天宏.基于塑性区形态系数的巷道冲击风险性量化评估方法[J].中国矿业大学学报,2021(01).

郭晓菲,郭林峰,马念杰,赵志强,李臣.巷道围岩蝶形破坏理论的适用性分析[J].中国矿业大学学报,2020(04).

尹光志,鲁俊,张东明,李铭辉,邓博知,刘超.真三轴应力条件下钻孔围岩塑性区及增透半径研究[J].岩土力学,2019(S1).

赵志强,马念杰.巷道围岩稳定性及蝶形破坏理论内涵探讨——对《对〈巷道蝶形破坏理论及其应用前景〉一文的讨论》的回应[J].中国矿业大学学报,2019(03).

董海龙,高全臣,张赵,陈汝博,刘娜.两向不等压巷道围岩塑性区近似解及数值模拟[J].煤炭学报,2019(11).

王卫军,董恩远,袁超.非等压圆形巷道围岩塑性区边界方程及应用[J].煤炭学报,2019(01).

赵志强,马念杰,刘洪涛,郭晓菲.巷道蝶形破坏理论及其应用前景[J].中国矿业大学学报,2018(05).

蒋力帅,武泉森,李小裕,丁楠.采动应力与采空区压实承载耦合分析方法研究[J].煤炭学报,2017(08).

施维成,朱俊高,代国忠,卢曦.球应力和偏应力对粗粒土变形影响的真三轴试验研究[J].岩土工程学报,2015(05).

Behnam Bagheri,Fazlollah Soltani,Hamid Mohammadi.Prediction of plastic zone size around circular tunnels in non-hydrostatic stress field[J].International Journal of Mining Science and Technology,2014(01).

邓楚键,何国杰,郑颖人.基于M-C准则的D-P系列准则在岩土工程中的应用研究[J].岩土工程学报,2006(06).

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