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[1]陈志斌,王光进,周汉民,等.饱和层状尾砂动力特性研究*[J].中国安全生产科学技术,2021,17(4):17-23.[doi:10.11731/j.issn.1673-193x.2021.04.003]
　CHEN Zhibin,WANG Guangjin,ZHOU Hanmin,et al.Research on dynamic characteristics of saturated layered tailings[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(4):17-23.[doi:10.11731/j.issn.1673-193x.2021.04.003]
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饱和层状尾砂动力特性研究*
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
17
期数:
2021年4期
页码:
17-23
栏目:
学术论著
出版日期:
2021-04-30

文章信息/Info

Title:
Research on dynamic characteristics of saturated layered tailings
文章编号:
1673-193X(2021)-04-0017-07
作者:
陈志斌; 王光进; 周汉民; 王星元; 张超; 韩亚兵; 康富淇
(1.昆明理工大学 国土资源工程学院，云南 昆明 650093;
2.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室，湖北 武汉 430071;
3.矿冶科技集团有限公司，北京 100160；
4.中国地质大学（北京） 土地科学技术学院，北京 100083）
Author(s):
CHEN Zhibin;  WANG Guangjin;  ZHOU Hanmin;  WANG Xingyuan;  ZHANG Chao;  HAN Yabing;  KANG Fuqi
(1.Faculty of Land Resources Engineering,Kunming University of Science and Technology,Kunming Yunnan 650093,China;
2.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan Hubei 430071,China;
3.BGRIMM Technology Group,Beijing 100160,China;
4.School of Land Science and Technology,China University of Geosciences（Beijing）,Beijing 100083,China)
关键词:
层状尾砂; 固结应力; 分层厚度; 动三轴试验
Keywords:
layered tailings;  consolidation stress;  layered thickness;  dynamic triaxial test
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2021.04.003
文献标志码:
A
摘要:
为探究动力作用下尾砂液化破坏特性，基于某矿山尾矿库坝体分层尾砂，开展不同固结应力和层状结构条件下动三轴试验，分析层状尾砂动弹性模量、阻尼比及动剪应力比等动力参数与动孔压的变化规律。结果表明：固结应力对层状尾砂力学特性和动孔压变化趋势有较大影响，固结应力越大，动孔压增长越明显，初始增长斜率随固结应力增大而下降；尾粉土厚度一定时，固结应力越大，层状尾砂动剪应力比越小；固结应力为常数时，层状尾砂动剪应力比随尾粉土厚度增加先增大后减小，当尾粉土厚度为0，20，40，80 mm时，对应动剪应力比分别为0.33，0.35，0.38，0.28；尾粉土对孔隙水压力阻隔作用比尾细砂更明显，试样破坏所需振次随尾粉土厚度增加而增加。研究结果可为高烈度地震区尾矿坝地震液化研究提供理论参考。
Abstract:
In order to explore the liquefaction and failure characteristics of tailings under the dynamic effect,based on the apparently layered tailings of dam body in a mine tailings pond,the dynamic triaxial tests under different consolidation stresses and layered structure conditions were carried out to analyze the change laws of the dynamic parameters such as dynamic elastic modulus,damping ratio and dynamic shear stress ratio of layered tailings and the dynamic pore pressure.The results showed that the consolidation stress had greater impact on the change trends of the mechanical characteristics of layered tailings and the dynamic pore pressure,the greater the consolidation stress,the more obvious the increase trend of dynamic pore pressure,and the initial increase slope decreased with the increase of consolidation stress.When the thickness of tailings silt was constant,the greater the consolidation stress,the smaller the dynamic shear stress ratio of layered tailings.When the consolidation stress was constant,the dynamic shear stress ratio of layered tailings increased first and then decreased as the thickness of tailings silt increased,and when the thickness of tailings silt was 0,20,40 and 80 mm,the corresponding dynamic shear stress ratio was 0.33,0.35,0.38 and 0.28,respectively.The tailings silt had a more obvious blocking effect on the pore water pressure than the tailings fine sand,and the number of vibrations required for the failure of sample increased with the increase of the thickness of tailings silt.The research results can provide a reference for the seismic liquefaction of tailings dams in the highintensity seismic areas.

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备注/Memo

备注/Memo:
收稿日期： 2021-01-23
* 基金项目： 国家重点研发计划项目（2017YFC0804600）；国家自然科学基金项目（U1802243，41672317）；岩土力学与工程国家重点实验室开放基金项目（Z018017）
作者简介： 陈志斌，硕士研究生，主要研究方向为岩土边坡稳定性。
通信作者： 王光进，博士，教授，主要研究方向为矿山岩土边坡及灾害防控。
更新日期/Last Update: 2021-05-09