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材料导报  2022, Vol. 36 Issue (16): 21010265-8    https://doi.org/10.11896/cldb.21010265
  无机非金属及其复合材料 |
尾砂胶结充填体单轴受压应力-应变关系及其损伤本构模型
侯永强1,2, 尹升华1,2,*, 曹永1,2, 杨世兴1,2, 张敏哲1,2
1 北京科技大学土木与资源工程学院,北京 100083
2 金属矿山高效开采与安全教育部重点实验室,北京 100083
Stress-Strain Relationship and Damage Constitutive Model of Cemented Tailings Backfill Under Uniaxial Compression
HOU Yongqiang1,2, YIN Shenghua1,2,*, CAO Yong1,2, YANG Shixing1,2, ZHANG Minzhe1,2
1 School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
2 Key Laboratory of High-Efficient Mining and Safety of Metal Mines, Ministry of Education, Beijing 100083, China
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摘要 为系统研究养护龄期对尾砂胶结充填体基本力学性能、应力-应变关系及破坏形态的影响,本工作对处于不同养护龄期下的充填体开展了单轴压缩试验,并基于损伤力学理论建立了考虑养护龄期的分段式损伤本构模型。研究表明:充填体抗压强度和弹性模量随养护龄期的延长呈指数函数递增规律,但在养护后期充填体抗压强度的增长速率随灰砂比的增大而降低;结合充填体应力-应变曲线形态,本工作提出了适用于充填体的单轴受压应力-应变关系表达式,并通过实测值与理论值的对比结果验证了公式的可靠性;当养护龄期超过7 d后,高水泥含量的充填体变形能力随养护龄期的延长呈减小的趋势,而水泥含量低的充填体变形能力与养护龄期呈正相关关系;养护龄期的延长能够对充填体破坏形态产生显著的影响,且实际的影响效果与充填体内部水泥含量具有紧密的相关性。
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侯永强
尹升华
曹永
杨世兴
张敏哲
关键词:  损伤力学  应力-应变关系  破坏形态  抗压强度  弹性模量    
Abstract: In order to systematically study the influence of curing age on the basic mechanical properties, stress-strain relations and failure modes of cemented tailings backfill, uniaxial compression tests were carried out on the cemented tailings backfill (CTB) specimens at different curing ages. Then, a segmented damage constitutive model considering curing age was established based on damage mechanics theory. The research shows that the compressive strength and elastic modulus of CTB specimens increase exponentially with curing age increasing. And the increasing rate of compressive strength decreases with the cement-sand ratio increasing in late-age curing. According to the stress-strain curve of CTB spe-cimens, the expression of stress-strain relationship under uniaxial compression for CTB specimens was proposed. Moreover, the validity of the formula was verified by comparing the measured value with the theoretical value. When the curing age exceeds 7 d, the deformability of CTB specimens which have the high content of cement is reduced with curing age increasing. However, the deformability of CTB specimens which have the low content of cement has positive relationship with curing age. Therefore, the curing age has a significant effect on the failure mode of CTB specimens, and the actual effect is closely related to the cement content in the backfill.
Key words:  damage mechanics    stress-strain relationship    failure pattern    compressive strength    elasticity modulus
出版日期:  2022-08-25      发布日期:  2022-08-29
ZTFLH:  TD853  
基金资助: 国家自然科学基金重点项目(52034001;51734001);中央高校基本科研业务费专项资金(FRT-TP-18-003C1)
通讯作者:  *ustxsh@163.com   
作者简介:  侯永强,北京科技大学土木与资源工程学院资源工程系博士研究生,主要研究充填体力学及充填材料。2015—2018年在江西理工大学攻读采矿工程硕士学位,2018年至今在北京科技大学攻读博士学位。尹升华,北京科技大学土木与资源工程学院采矿工程专业教授、博士研究生导师。1999年9月—2003年7月,中南大学采矿工程,学士;2003年9月—2006年7月,中南大学采矿工程,硕士。2006年9月—2010年7月,北京科技大学采矿工程,博士。研究方向为溶浸采矿、金属矿高效开采及矿山岩体力学。发表SCI/EI论文100余篇,授权国家专利20余项。
引用本文:    
侯永强, 尹升华, 曹永, 杨世兴, 张敏哲. 尾砂胶结充填体单轴受压应力-应变关系及其损伤本构模型[J]. 材料导报, 2022, 36(16): 21010265-8.
HOU Yongqiang, YIN Shenghua, CAO Yong, YANG Shixing, ZHANG Minzhe. Stress-Strain Relationship and Damage Constitutive Model of Cemented Tailings Backfill Under Uniaxial Compression. Materials Reports, 2022, 36(16): 21010265-8.
链接本文:  
http://www.mater-rep.com/CN/10.11896/cldb.21010265  或          http://www.mater-rep.com/CN/Y2022/V36/I16/21010265
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