冻结黏土三轴试验微观变形机理的离散元分析

doi:10.7522/j.issn.1000-0240.2016.0020

冰川冻土 ›› 2016, Vol. 38 ›› Issue (1): 178-185.doi: 10.7522/j.issn.1000-0240.2016.0020

冻结黏土三轴试验微观变形机理的离散元分析

尹楠^1,2, 李双洋¹, 裴万胜^1,2, 张明义¹, 董云³

1. 中国科学院寒区旱区环境与工程研究所冻土工程国家重点实验室, 甘肃兰州 730000;
2. 中国科学院大学, 北京 100049;
3. 同济大学土木工程学院, 上海 200092

收稿日期:2015-11-02 修回日期:2016-01-09 出版日期:2016-02-25 发布日期:2016-05-30
通讯作者: 李双洋,E-mail:lisy@lzb.ac.cn. E-mail:lisy@lzb.ac.cn
作者简介:尹楠(1989-),男,江苏徐州人,2013年毕业于西北民族大学,现为中国科学院寒区旱区环境与工程研究所在读硕士研究生,主要从事寒区工程数值仿真方面的研究.E-mail:yin_nan@yeah.net
基金资助:
中国科学院"西部之光"项目(李双洋);国家自然科学基金资助项目(41230630;41471063);中国科学院"百人计划"项目(张明义);中国科学院青年创新促进会(李双洋);中国科学院西部行动计划项目(KZCX2-XB3-19);国家重点基础研究发展计划(973计划)项目(2012CB026102);中国科学院STS项目(HHS-TSS-STS-1502)资助

Microscopic deformation mechanisms of triaxial test of frozen clay analyzed by discrete element method

YIN Nan^1,2, LI Shuangyang¹, PEI Wansheng^1,2, ZHANG Mingyi¹, DONG Yun³

1. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China;
2. University of Chinese Academy of Sciences, Beijing 100049, China;
3. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

Received:2015-11-02 Revised:2016-01-09 Online:2016-02-25 Published:2016-05-30

摘要/Abstract

摘要： 基于三维颗粒离散单元法,赋予颗粒相应的细观参数,并采用黏结发生在接触颗粒间有限范围内的模型来考虑冻土颗粒中冰的胶结作用,建立了冻结黏土三维离散元数值模型.在相同围压、不同温度和相同温度、不同围压下对冻结黏土的室内三轴试验进行数值模拟,对比了数值试验与室内测试的应力-应变曲线,两者吻合较好.数值模拟结果表明:围压增大会使得接触黏结逐渐失效,在剪切带中胶结冰的破坏区域将增大,而温度的降低则会产生相反结果,这些微观变化都将对冻结黏土的宏观力学变形产生较大影响,同时,细观参数对温度的依赖性也很明显.冻结黏土三轴试验微观变形离散元模拟思路及方法可为今后运用离散单元法研究冻土力学行为提供一定的参考.

关键词: 离散单元法, 冻结黏土, 应力-应变关系, 冰的胶结作用, 剪切带

Abstract: Based on three dimensional discrete element method (DEM) of particle flow, all particles are assigned to corresponding microscopic parameters and the cementation of ice between two contacting particles is simulated by a bonding model, which is effective in a limited radius, a three dimensional numerical model of frozen clay is established. A series of triaxial experiments on frozen clay are simulated under different temperatures and confining pressures, which shows that the simulated stress-strain relation agrees with experimental data very well. Numerical simulation results show that the adhesive contact will gradually fail with increase of confining pressure, together with expanding destruction area of the cement ice in shear zone. But an opposite phenomenon will appear with decreasing temperature. All these microscopic changes will have a great impact on macroscopic mechanical deformation of frozen clay. It is also found that the microscopic parameters of particles heavily depend on temperature. The idea and method of this paper may help to simulate mechanical behaviors of frozen clay by discrete element method (DEM).

Key words: DEM, frozen clay, stress-strain relation, cementation of ice, shear band

中图分类号:

P642.14

尹楠, 李双洋, 裴万胜, 张明义, 董云. 冻结黏土三轴试验微观变形机理的离散元分析[J]. 冰川冻土, 2016, 38(1): 178-185.

YIN Nan, LI Shuangyang, PEI Wansheng, ZHANG Mingyi, DONG Yun. Microscopic deformation mechanisms of triaxial test of frozen clay analyzed by discrete element method[J]. JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY, 2016, 38(1): 178-185.

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冻结黏土三轴试验微观变形机理的离散元分析

Microscopic deformation mechanisms of triaxial test of frozen clay analyzed by discrete element method

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