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高地应力围岩流变特性及竖井长期稳定性分析 被引量:17
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作者 张梅花 高谦 翟淑花 《力学学报》 EI CSCD 北大核心 2010年第3期474-481,共8页
基于自行研制的重力加载流变仪,采用多级加载对4种典型矿岩开展了三点弯曲蠕变试验研究,获得了蠕变试验曲线.将Burger's模型与Mohr-Coulomb准则相结合,形成改进的Burger's模型.并通过最小二乘法对均质混合岩进行蠕变参数拟合,... 基于自行研制的重力加载流变仪,采用多级加载对4种典型矿岩开展了三点弯曲蠕变试验研究,获得了蠕变试验曲线.将Burger's模型与Mohr-Coulomb准则相结合,形成改进的Burger's模型.并通过最小二乘法对均质混合岩进行蠕变参数拟合,获得了与蠕变试验曲线相吻合的蠕变理论曲线.结果表明改进的Burger's模型能较好地描述均质混合岩的蠕变特性.在此基础上,采用该流变模型,对返修后的竖井工程进行三维流变数值模拟和稳定分析,为竖井工程的长期稳定预测和失稳风险预测提供了理论依据. 展开更多
关键词 弯曲蠕试验 特性 改进Burger's模型 流变数值模拟 长期稳定性分析
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深部岩体非线性蠕变规律研究 被引量:38
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作者 王永岩 齐珺 +1 位作者 杨彩虹 魏佳 《岩土力学》 EI CAS CSCD 北大核心 2005年第1期117-121,共5页
对深部工程中不同深度的巷道围岩在高地应力作用下的蠕变破坏过程进行了数值模拟,得到了时间-蠕变、水平地应力-蠕变曲线组和时间-水平地应力-蠕变三维曲面。应用 Mohr-Coulomb 和 Griffith 破坏准则,获得了高地应力岩体的蠕变破坏规律... 对深部工程中不同深度的巷道围岩在高地应力作用下的蠕变破坏过程进行了数值模拟,得到了时间-蠕变、水平地应力-蠕变曲线组和时间-水平地应力-蠕变三维曲面。应用 Mohr-Coulomb 和 Griffith 破坏准则,获得了高地应力岩体的蠕变破坏规律,并计算验证了郑榕明和孙钧提出的非线性流变理论。 展开更多
关键词 深部工程 高地应力 巷道围岩 数值模拟 非线性
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Application of a combined supporting technology with U-shaped steel support and anchor-grouting to surrounding soft rock reinforcement in roadway 被引量:19
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作者 王辉 郑朋强 +1 位作者 赵文娟 田洪铭 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第5期1240-1250,共11页
Soft rock surrounding deep roadway has poor stability and long-term rheological effect. More and larger deformation problems of surrounding rock occur due to adverse supporting measures for such roadways, which not on... Soft rock surrounding deep roadway has poor stability and long-term rheological effect. More and larger deformation problems of surrounding rock occur due to adverse supporting measures for such roadways, which not only affects the engineering safety critically but also improves the maintenance costs. This paper takes the main rail roadway with severely deformation in China's Zaoquan coal mine as an example to study the long-term deformation tendency and damage zone by means of in-situ deformation monitoring and acoustic wave testing technique. A three-dimensional finite element model reflecting the engineering geological condition and initial design scheme is established by ABAQUS. Then, on the basis of field monitoring deformation data, the surrounding rock geotechnical and theological parameters of the roadway are obtained by back analysis. A combined supporting technology with U-shaped steel support and anchor-grouting is proposed for the surrounding soft rock. The numerical simulation of the combined supporting technology and in-situ deformation monitoring results show that the soft rock surrounding the roadway has been held effectively. 展开更多
关键词 soft rock roadway rheological effect supporting technology numerical simulation REINFORCEMENT
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Fluid-solid coupling numerical simulation of charge process in variable-mass thermodynamic system 被引量:8
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作者 胡继敏 金家善 严志腾 《Journal of Central South University》 SCIE EI CAS 2012年第4期1063-1072,共10页
Abstract: A joint solution model of variabk:-mass flow in two-phase region and fluid-solid coupling heat transfer, concerned about the charge process of variable-mass thermodynamic system, is built up and calculated... Abstract: A joint solution model of variabk:-mass flow in two-phase region and fluid-solid coupling heat transfer, concerned about the charge process of variable-mass thermodynamic system, is built up and calculated by the finite element method (FEM). The results are basically consistent with relative experimental data. The calculated average heat transfer coefficient reaches 1.7~105 W/(m2. K). When the equal percentage valve is used, the system needs the minimum requirements of valve control, but brings the highest construction cost. With the: decrease of initial steam pressure, the heat transfer intensity also weakens but the steam flow increases. With the initial water filling coefficient increasing or the temperature of steam supply decreasing, the amount of accumulative steam flow increases with the growth of steam pressure. When the pressure of steam supply drops, the steam flow gradient increases during the maximum opening period of control valve, and causes the maximum steam flow to increase. 展开更多
关键词 steam accumulator variable-mass control valve fluid-solid coupling numerical simulation
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Rheological behavior of continuous roll casting process of aluminum alloy
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作者 湛利华 钟掘 +1 位作者 李晓谦 黄明辉 《Journal of Central South University of Technology》 EI 2005年第6期629-634,共6页
The rheological behavior of aluminum alloy and its influencing factors in physical simulation of continuous roll casting process were studied by using a Gleeble-1500 thermal-mechanical simulation tester with a set of ... The rheological behavior of aluminum alloy and its influencing factors in physical simulation of continuous roll casting process were studied by using a Gleeble-1500 thermal-mechanical simulation tester with a set of special clamp system. The relationships between the flow stress and the strain rate in the deformation process of simulating roll casting experiment were obtained. The results show that four different characteristic stages exist in the temperature range of the whole rheological process. The first occurs when the temperature is higher than 600 ℃, which belongs to the creep deformation stage; the second occurs when the temperature lies in the range of 500600 ℃, and it can be regarded as the high temperature and low stress level deformation stage; the third occurs when the temperature decreases to the range of 300500 ℃, it is considered to be the middle stress level deformation stage; the last occurs when the temperature is less than 300 ℃ and the strain rate is less than 1.00 s -1, it belongs to middle stress level deformation stage. But when the strain rate is larger than 1.00 s -1,it belongs to the high stress level deformation stage. And the relative constitutive models suitable for the four different stages of continuous roll casting process were established through multivariate linear regression analysis of the experimental data. 展开更多
关键词 aluminum alloy continuous roll casting SIMULATION rheological behavior constitutive relation
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