|本期目录/Table of Contents|

[1]王中文,徐颖,谢守冬,等.岩石冻融损伤细观特征数值模拟研究*[J].中国安全生产科学技术,2023,19(11):143-149.[doi:10.11731/j.issn.1673-193x.2023.11.020]
 WANG Zhongwen,XU Ying,XIE Shoudong,et al.Numerical simulation study on mesoscopic characteristics of rock freeze-thaw damage[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2023,19(11):143-149.[doi:10.11731/j.issn.1673-193x.2023.11.020]
点击复制

岩石冻融损伤细观特征数值模拟研究*
分享到:

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
19
期数:
2023年11期
页码:
143-149
栏目:
职业安全卫生管理与技术
出版日期:
2023-11-30

文章信息/Info

Title:
Numerical simulation study on mesoscopic characteristics of rock freeze-thaw damage
文章编号:
1673-193X(2023)-11-0143-07
作者:
王中文徐颖谢守冬焦杨浩楠于美鲁谢昊天
(1.安徽理工大学 深部煤矿采动响应与灾害防控国家重点实验室,安徽 淮南 232001;
2.安徽理工大学 土木建筑学院,安徽 淮南 232001;
3.宏大爆破工程集团有限责任公司,广东 广州 510623)
Author(s):
WANG Zhongwen XU Ying XIE Shoudong JIAO Yanghaonan YU Meilu XIE Haotian
(1.State Key Laboratory of Mining Responses and Disaster Prevention and Control in Deep Coal Mines,Anhui University of Science & Technology,Huainan Anhui 232001,China;
2.School of Civil Engineering and Architecture,Anhui University of Science & Technology,Huainan Anhui 232001,China;
3.Hongda Holdings Engineering Group Co.,Ltd.,Guangzhou Guangdong 510623,China)
关键词:
冻融循环冻胀变形细观特征PFC
Keywords:
freeze-thaw cycle freeze-swelling deformation mesoscopic characteristic PFC
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2023.11.020
文献标志码:
A
摘要:
为了研究岩石在冻融循环作用下所产生的细观损伤,基于PFC软件,采用水颗粒体积膨胀所产生的膨胀力等效为冻胀力方法来模拟岩石冻融循环过程,结合岩石冻融循环后岩石单轴试验,从颗粒间的接触力、位移和微裂纹发展过程等细观层面对砂岩冻融损伤过程进行分析。研究结果表明:随着冻融次数的增加,试样边界区域相比中心区域更容易发生损伤,颗粒间接触量及接触力逐渐减小,导致裂纹数量增加,并以拉伸裂纹为主,但剪切裂纹占比在逐渐增加。研究结果可为寒区矿产资源安全开采提供理论依据。
Abstract:
In order to study the mesoscopic damage of rock under the action of freeze-thaw cycle,based on the PFC software,the expansion force generated by the volume expansion of water particles was equivalent to the freezing force,so as to simulate the process of freeze-thaw cycle of rock.Combined with the uniaxial test of rock after freeze-thaw cycle,the freeze-thaw damage process of sandstone was analyzed from the mesoscopic perspectives of the contact force between particles,the displacement and the development process of microcracks.The results show that with the increase of the number of freeze-thaw cycles,the boundary area of the specimen is more prone to damage than the center area.The gradual decrease of the contact amount and contact force between particles leads to an increase in the number of cracks,which is dominated by tensile cracks,but the proportion of shear cracks is gradually increasing.The results can provide a theoretical basis for the safe exploitation of mineral resources in cold regions.

参考文献/References:

[1]田俊峰,杨更社,刘慧.寒区岩石隧道冻害机理及防治研究[J].地下空间与工程学报,2007,3(8):1484-1489. TIAN Junfeng,YANG Gengshe,LIU Hui.Research on the mechanism and prevention of frost damage in rock tunnels in cold areas [J].Chinese Journal of Underground Space and Engineering,2007,3(8):1484-1489.
[2]LYU Z,XIA C,LIU W.Analytical solution of frost heaving force and stress distribution in cold region tunnels under non-axisymmetric stress and transversely isotropic frost heave of surrounding rock [J].Cold Regions Science and Technology,2020,178(10):103117.
[3]徐光苗,刘泉声.岩石冻融破坏机理分析及冻融力学试验研究[J].岩石力学与工程学报,2005,24(17):3076-3082. XU Guangmiao,LIU Quansheng.Analysis of mechanism of rocks failure due to freeze-thaw cycling and mechanical testing study on frozen-thawed rocks [J].Chinese Journal of Rock Mechanics and Engineering,2005,24(17):3076-3082.
[4]卫梦希,李庆文,郭红臣,等.冻融影响下不同岩性岩石物理力学特性试验研究[J].中国安全生产科学技术,2023,19(1):41-46. WEI Mengxi,LI Qingwen,GUO Hongchen,et al.Experimental study on physical and mechanical properties of different rocks under the influence of freeze-thaw [J].Journal of Safety Science and Technology,2023,19(1):41-46.
[5]HSIEH Y M,LI H H,HUANG T H,et al.Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties revealed by bonded-particle model [J].Engineering Geology,2008,99(6):1-10.
[6]肖鹏,陈有亮,杜曦,等.冻融循环作用下砂岩的力学特性及细观损伤本构模型研究[J].岩土工程学报,2023,45(4):805-815. XIAO Peng,CHEN Youliang,DU Xi,et al.Mechanical properties of sandstone under the action of freeze-thaw cycle and study of fine damage intrinsic model [J].Chinese Journal of Geotechnical Engineering,2023,45(4):805-815.
[7]PARK J,HYUN C U,PARK H D.Changes in microstructure and physical properties of rocks caused by artificial freeze-thaw action [J].Bulletion of Engineering Geology and the Environment,2015,74(2):555-565.
[8]KHANLARI G,SAHAMIRH R Z,ABFILOR Y.The effect of freeze-thaw cycles on physical and mechanical properties of upper red formation sandstones,central part of iran [J].Arabian Journal of Geosciences,2015,8(8):5991-6001.
[9]汪鑫,郑达,吴鑫泷,等.冻融循环条件下英安岩损伤劣化力学机理研究[J].科学技术与工程,2021,21(24):10421-10429. WANG Xin,ZHENG Da,WU Xinlong,et al.Mechanical mechanism of dacite damage and deterioration under freeze-thaw cycle conditions [J].Science Technology and Engineering,2021,21(24):10421-10429.
[10]ZHOU C,XING K,YANG H,et al.Damage mechanism of soil-rock mixture under freeze-thaw cycle condition [J].Journal of Central South University,2019,26(1):13-24.
[11]LIN H,LEI D,RUI Y,et al.Analytical and numerical analysis for frost heaving stress distribution within rock joints under freezing-thawing cycles [J].Environmental Earth Sciences,2020,79(12):1-17.
[12]NEAUPANE K M,YAMABE T,YOSHINAKA R.Simulation of a fully coupled thermo-hydro-mechanical system in freezing and thawing rock [J].International Journal of Rock Mechanics and Mining Sciences,1999,36(5):563-580.
[13]FENG Q,JIN J C,ZHANG S,et al.Study on a damage model and uniaxial compression simulation method of frozen-thawed rock [J].Rock Mechanics and Rock Engineering,2021,55(1):187-211.
[14]FENG Q,HOU S J,LIU W W,et al.Study on the simulation method and mesoscopic characteristics of rock freeze-thaw damage [J].Computers and Geotechnics,2023,153(9):105038.
[15]朱谭谭,李昂,黄达,等.应力-冻融耦合作用下砂岩变形与损伤特征研究[J].岩石力学与工程学报,2023,42(2):342-351. ZHU Tantan,LI Ang,HUANG Da,et al.Study on deformation and damage characteristics of sandstone under stress-freeze-thaw coupling [J].Chinese Journal of Rock Mechanics and Engineering,2023,42(2):342-351.
[16]ESSAYSH A,SHIRE T,GAO Z W.The relationship between contact network and energy dissipation ingranular materials [J].Granular Matter,2020,79(12):100-111.
[17]黄灵芝,柯梅尉,司政,等.冻融损伤混凝土单轴压缩细观破坏研究[J].应用力学学报,2021,38(4):1400-1407. HUANG Lingzhi,KE Meiyu,SI Zheng,et al.Study on uniaxial compression fine view damage of freeze-thaw damaged concrete [J].Chinese Journal of Applied Mechanics,2021,38(4):1400-1407.
[18]徐金明,谢芝蕾,贾海涛.石灰岩细观力学特性的颗粒流模拟[J].岩土力学,2010,31(增刊2):390-395. XU Jinming,XIE Zhilei,JIA Haitao.Granular flow simulation of fine mechanical properties of limestone [J].Rock and Soil Mechanics,2010,31(Supplement 2):390-395.
[19]保瑞,朱辉,刘享华,等.冻融循环作用下岩桥变形破裂及能量转化特征研究[J].中国安全生产科学技术,2023,19(1):103-108. BAO Rui,ZHU Hui,LIU Xianghua,et al.Study on deformation and rupture and energy conversion characteristics of rock bridge under freeze-thaw cycle [J].Journal of Safety Science and Technology,2023,19(1):103-108.

相似文献/References:

[1]张科,叶锦明,刘享华.冻融循环作用下受荷砂岩的能量演化与破碎分形特征*[J].中国安全生产科学技术,2021,17(8):111.[doi:10.11731/j.issn.1673-193x.2021.08.017]
 ZHANG Ke,YE Jinming,LIU Xianghua.Energy evolution and fractured fractal characteristics of loaded sandstone under freeze-thaw cycles[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(11):111.[doi:10.11731/j.issn.1673-193x.2021.08.017]
[2]李钢.高寒地区露天矿排土场稳定性分析研究*[J].中国安全生产科学技术,2021,17(10):72.[doi:10.11731/j.issn.1673-193x.2021.10.011]
 LI Gang.Study on stability analysis of waste dump of open-pit mine in alpine area[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(11):72.[doi:10.11731/j.issn.1673-193x.2021.10.011]
[3]张淑坤,王来贵,唐楠楠.化学腐蚀-冻融条件下加载岩石能量演化规律及耗散模型研究*[J].中国安全生产科学技术,2022,18(6):148.[doi:10.11731/j.issn.1673-193x.2022.06.022]
 ZHANG Shukun,WANG Laigui,TANG Nannan.Study on energy evolution law and dissipation model of loaded rock under chemical corrosion and freeze-thaw conditions[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2022,18(11):148.[doi:10.11731/j.issn.1673-193x.2022.06.022]
[4]卫梦希,李庆文,郭红臣,等.冻融影响下不同岩性岩石物理力学特性试验研究*[J].中国安全生产科学技术,2023,19(1):41.[doi:10.11731/j.issn.1673-193x.2023.01.006]
 WEI Mengxi,LI Qingwen,GUO Hongchen,et al.Experimental study on physical and mechanical properties of rocks with different lithology under influence of freeze-thaw[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2023,19(11):41.[doi:10.11731/j.issn.1673-193x.2023.01.006]

备注/Memo

备注/Memo:
收稿日期: 2023-07-05
* 基金项目: 国家自然科学基金项目(52274071)
作者简介: 王中文,硕士研究生,主要研究方向为寒区岩石损伤力学。
通信作者: 徐颖,博士,教授,主要研究方向为岩石土工程、爆破工程和冲击动力学。
更新日期/Last Update: 2023-12-06