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露天煤矿边坡中软弱夹层的蠕动变形特性分析
引用本文:芮勇勤,徐小荷,马新民,霍启元,张幼蒂,周昌寿.露天煤矿边坡中软弱夹层的蠕动变形特性分析[J].东北大学学报(自然科学版),1999,20(6):612-614.
作者姓名:芮勇勤  徐小荷  马新民  霍启元  张幼蒂  周昌寿
作者单位:东北大学资源与土木工程学院!岩石破裂与失稳研究中心;沈阳110006;东北大学资源与土木工程学院!岩石破裂与失稳研究中心;沈阳110006;煤炭科学研究总院抚顺分院!抚顺113001;煤炭科学研究总院抚顺分院!抚顺113001;中国矿业大学采矿工程系!徐州221008;中国矿业大学采矿工程系!徐州
基金项目:中国博士后科学基金,煤炭部重点项目
摘    要:软弱夹层非线性蠕动变形特征分析,明确了其力学强度的变化、本构关系的非线性特征·根据老化理论提出了软弱夹层的一般流变方程,确定由等速蠕变向加速蠕变过渡的临界应变量作为破坏时刻的破坏应变量,从而建立长期抗剪强度与应力作用时间变化的关系,对于非稳定蠕动变形,等速蠕变阶段的应变速率与剪应力超过长期极限强度的程度有关,对软弱夹层抗剪强度随时间降低的特性研究为蠕动边坡动态稳定性理论分析提供了依据

关 键 词:露天煤矿  软弱夹层  蠕动变形特性
修稿时间:1999-03-30

Study on Non-Linear Creep Property of Weak Layer in Slope of Open-Pit Coal Mine
Rui Yongqin,Xu Xiaohe,Ma Xinmin,Huo Qiyuan,Zhang Youdi,Zhou Changshou.Study on Non-Linear Creep Property of Weak Layer in Slope of Open-Pit Coal Mine[J].Journal of Northeastern University(Natural Science),1999,20(6):612-614.
Authors:Rui Yongqin  Xu Xiaohe  Ma Xinmin  Huo Qiyuan  Zhang Youdi  Zhou Changshou
Abstract:The non linear creep property of the weak layer was analyzed and the change property of its mechanics strength and the non linear property of its stress strain relationship were indicated. On the basis of the aged theory, a common creep equation was proposed. Subsequently, the damage strain was defined as critical value from the steady state creep rate to the increasing state creep rate, and the relationship between the long term shear strength and the stress changing rate with time was concluded. As to the instability deformation of the creep slope, the strain rate of the steady state creep is associated with its shear stress level to exceed its shear strength limit.
Keywords:slope of open  pit coal mine  non  linear creep property  weak layer  
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