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非均布荷载作用下煤岩力学强度特性试验研究

王晓 文志杰 MIKAEL Rinne 沈宝堂 谢军

岩土力学2017,Vol.38Issue(3):723-730,8.
岩土力学2017,Vol.38Issue(3):723-730,8.DOI:10.16285/j.rsm.2017.03.014

非均布荷载作用下煤岩力学强度特性试验研究

Experimental study of strength properties of coal-rock under non-uniformly distributed load

王晓 1文志杰 1MIKAEL Rinne 2沈宝堂 1谢军3

作者信息

  • 1. 山东科技大学矿山灾害预防控制省部共建国家重点试验室培育基地,山东青岛266590
  • 2. 阿尔托大学 芬兰 赫尔辛基FI-00076
  • 3. 澳大利亚联邦科学院能源部,澳大利亚昆士兰4069
  • 折叠

摘要

Abstract

The strength characteristics of coal-rock under non-uniform distributed load are investigated using a self-developed mining-induced stress testing system under different conditions of initial vertical stresses,initial horizontal stresses and stress transfer velocity.The results show that the external damaged coal-rock block has strengthened effect on the bearing capacity of internal coal-rock blocks.When the initial vertical stress,the initial horizontal stress and the stress transfer velocity are fixed,the intemal bearing capacity of coal-rock is approximately twice that of the external coal-rock.With the increase of the initial vertical stress,the later period bearing capacity of the whole coal-rock is reduced and is located in the range of different initial vertical stress.There exists a difference in decreasing characteristics between intemal-and external coal-rock.When under a lower initial vertical stress range,the reduction of strength of external coal-rock in the later period is higher than that of internal coal-rock.When under a relatively high initial vertical stress range,the reduction of mechanical strength of external coal-rock in the later period is lower than that of internal coal-rock.The higher the initial horizontal stress is,the higher the bearing capacity of coal-rock is.No matter in a higher or lower initial stress range,the incremental quantity of the later period bearing capacity of internal rock-coal is larger than that of external rock-coal.With the increase of stress transfer velocity,the peak strength of coal-rock is increased,and the effect of stress transfer velocity on the mechanical properties of intemal coal-rock is more significant.

关键词

非均布荷载/力学强度/初始垂向应力/初始水平应力/应力转移速度

Key words

non-uniform distributed load/mechanical strength/initial vertical stress/initial horizontal stress/stress transfer velocity

分类

建筑与水利

引用本文复制引用

王晓,文志杰,MIKAEL Rinne,沈宝堂,谢军..非均布荷载作用下煤岩力学强度特性试验研究[J].岩土力学,2017,38(3):723-730,8.

基金项目

国家自然科学基金(No.51304126) (No.51304126)

国家重点研发计划(No.2016YFC0600708-3) (No.2016YFC0600708-3)

国家重点试验室开放基金(No.SKLGDUEK1520) (No.SKLGDUEK1520)

霍英东青年教师基金(No.141046) (No.141046)

中国博士后基金(No.2013M541918) (No.2013M541918)

2015年度山东省高等学校科技计划(No.J15LH04).This work was supported by the National Natural Science Foundation of China (51304126),the State Key Research Development Program of China(2016YFC0600708-3),the State Key Laboratory of Open Funds under Grant (SKLGDUEK1520),the Fok Ying Tung Education Foundation (141046),China Postdoctoral Science Foundation (2013M541918),and Shandong Province Higher Educational Science and Technology Program (J15LH04). (No.J15LH04)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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