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首页|期刊导航|有色金属科学与工程|渗透水压作用下全尾砂胶结充填体的三轴力学特性及演变机制

渗透水压作用下全尾砂胶结充填体的三轴力学特性及演变机制

柯愈贤 曾杰 胡凯建 沈阳 虞松涛 马永超

有色金属科学与工程2024,Vol.15Issue(3):422-431,10.
有色金属科学与工程2024,Vol.15Issue(3):422-431,10.DOI:10.13264/j.cnki.ysjskx.2024.03.012

渗透水压作用下全尾砂胶结充填体的三轴力学特性及演变机制

Triaxial mechanical properties and evolution mechanism of fully cemented unclassified tailings backfill under seepage pressure

柯愈贤 1曾杰 2胡凯建 3沈阳 2虞松涛 2马永超4

作者信息

  • 1. 江西理工大学应急管理与安全工程学院,江西 赣州 341000||赣州市多灾种综合应急技术创新中心,江西 赣州 341000||江西省矿业工程重点实验室,江西 赣州 341000
  • 2. 江西理工大学应急管理与安全工程学院,江西 赣州 341000||赣州市多灾种综合应急技术创新中心,江西 赣州 341000
  • 3. 赣州市多灾种综合应急技术创新中心,江西 赣州 341000||江西省矿业工程重点实验室,江西 赣州 341000
  • 4. 赤峰中色白音诺尔矿业有限公司,内蒙古 赤峰 024000
  • 折叠

摘要

Abstract

To clarify the triaxial mechanical properties and evolution mechanism of fully cemented unclassified tailings backfill(CUTB)under the action of seepage pressure,triaxial mechanical tests and scanning electron microscope tests were carried out on the CUTB under different seepage pressures,and the influence rule of seepage pressure on the triaxial mechanical properties and meso-structural characteristics of CUTB was analyzed,respectively.Based on damage theory and effective stress principle,the damage modulus constitutive model of the CUTB under seepage pressure was established.The results show that the peak stress and elastic modulus of CUTB linearly decrease with the increase of seepage pressure.However,with the increase of cement-sand ratio,the weakening effect of seepage pressure on peak stress gradually weakens,and the weakening effect on elastic modulus gradually increases.Seepage pressure will degrade the internal structure of CUTB and accelerate the generation and development of micro-pores and micro-cracks.The fractal dimension of CUTB increases with increasing seepage pressure.Based on the experimental data,the damage constitutive model of CUTB under seepage pressure is verified,and the stress-strain curves of the two models are consistent with each other.It shows that the model can well describe the triaxial mechanical behavior of CUTB under seepage pressure.The research results can provide some theoretical guidance for the design of the triaxial mechanical property index of CUTB in water-rich mines.

关键词

全尾砂/胶结充填体/渗透水压/灰砂比/三轴试验/力学特性

Key words

unclassified tailings/cemented backfill/seepage pressure/cement-sand ratio/triaxial compression test/mechanical properties

分类

矿业与冶金

引用本文复制引用

柯愈贤,曾杰,胡凯建,沈阳,虞松涛,马永超..渗透水压作用下全尾砂胶结充填体的三轴力学特性及演变机制[J].有色金属科学与工程,2024,15(3):422-431,10.

基金项目

国家自然科学基金资助项目(51804135) (51804135)

江西省自然科学基金资助项目(20192BAB216017) (20192BAB216017)

有色金属科学与工程

OA北大核心CSTPCD

1674-9669

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