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投稿时间:2024-02-21 修订日期:2024-03-06
投稿时间:2024-02-21 修订日期:2024-03-06
中文摘要: 为研究在采深及强度折减系数增加下的节理岩体边坡能量演化规律。本文结合现场调查及室内试验结果,利用3DEC建立云南某顺层边坡三维模型,并基于热力学原理及离散单元法对节理岩体边坡能量及塑性区进行分析。结果表明:随着采深的增加,弹性应变能、重力势能变化量逐渐下降,耗散能逐渐上升后趋于平缓,动能先上升后下降。随着强度折减系数的增加,耗散能、重力势能变化量逐渐上升,弹性应变能先上升后下降,动能呈现先上升后下降再上升再下降的波动趋势,节理岩体边坡塑性区逐渐扩大,坡顶出现张拉破坏区域,剪切屈服沿结构面、坡面附近贯通分布,边坡整体发生失稳。
Abstract:To study the energy evolution of the slope of a jointed rock mass under increasing mining depth and strength reduction factor.In this paper, combined with the field investigation and indoor test results, 3DEC is used to establish a three-dimensional model of a smooth-layer slope in Yunnan, and analyze the energy and plastic zone of the slope of the jointed rock body based on the principle of thermodynamics and the discrete unit method.The results show that the amount of elastic strain energy and gravitational potential energy change decreases gradually with the increase of mining depth;dissipative energy rises gradually and then levels off, kinetic energy rises and then falls.With the increase of the strength reduction factor, the dissipation energy and gravitational potential energy change gradually rise,the elastic strain energy first rises and then falls,the kinetic energy shows a fluctuating tendency of first rising and then falling and then rising and falling again,The plastic zone of the nodular rock mass slope gradually expands, the tensile damage area appears at the top of the slope, the shear yielding is distributed along the structural surface and through the vicinity of the slope surface, and the overall slope destabilization occurs.
文章编号: 中图分类号: 文献标志码:
基金项目:国家自然科学基金-云南联合重点资助项目(U1602232)
作者 | 单位 | |
陈祯 | 昆明理工大学 国土资源工程学院 | 594098954@qq.com |
陈俊智* | 昆明理工大学 国土资源工程学院 | 465424873@qq.com |
任春芳 | 昆明理工大学 国土资源工程学院 | |
魏行 | 昆明理工大学 国土资源工程学院 | |
杨立新 | 昆明理工大学 国土资源工程学院 |
引用文本:
陈祯,陈俊智,任春芳,魏行,杨立新.开挖作用下的节理岩体边坡能量演化规律研究[J].有色金属(矿山部分),2025,77(1):98-105.
CHEN Zhen,CHEN Junzhi,REN Chunfang,WEI Hang,YANG Lixin.Study on the energy evolution law of slopes of jointed rock mass under excavation action[J].NONFERROUS METALS(Mining Section),2025,77(1):98-105.
陈祯,陈俊智,任春芳,魏行,杨立新.开挖作用下的节理岩体边坡能量演化规律研究[J].有色金属(矿山部分),2025,77(1):98-105.
CHEN Zhen,CHEN Junzhi,REN Chunfang,WEI Hang,YANG Lixin.Study on the energy evolution law of slopes of jointed rock mass under excavation action[J].NONFERROUS METALS(Mining Section),2025,77(1):98-105.