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围压作用下型煤蠕变特性及本构关系研究

Study of creep characteristics and constitutive relation of briquette under confining pressure

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【作者】 赵洪宝尹光志张卫中

【Author】 ZHAO Hong-bao1,2,YIN Guang-zhi1,2,ZHANG Wei-zhong3 (1.College of Resources and Environmental Science,Chongqing University,Chongqing 400044,China;2.Key Laboratory for the Exploitation of Southwest Resources and the Environmental Disaster Control Engineering of Education Ministry,Chongqing University,Chongqing 400044,Chnia;3.Zhongnan University of Economics and Law,Wuhan 430070,China)

【机构】 重庆大学资源及环境科学学院重庆大学西南资源开发及环境灾害控制工程教育部重点实验室中南财经政法大学

【摘要】 对松藻煤电集团打通一矿7号软煤层制备的型煤围压作用下不同载荷水平进行了煤岩蠕变试验研究。通过改变蠕变载荷,得到了不同蠕变载荷作用下完整的蠕变3阶段曲线和各蠕变阶段的蠕变特征。根据试验分析结果,得到围压作用下煤岩蠕变规律和各蠕变阶段的蠕变参数。研究表明,随着蠕变载荷的增加,起始蠕变量和加速蠕变阶段的蠕变加速度均呈增加趋势,而过渡蠕变阶段和稳定蠕变阶段的持续时间与蠕变载荷关系不明显。黏弹塑性本构模型能够较好地反映围压作用下煤样的蠕变本构关系,通过计算得到了相关蠕变模型的参数。

【Abstract】 Creep tests under different levels of loads have been performed on briquette under confining pressure of Datong #7 mine belongs to Songzao coal-electricity group.Through changing the level of creep loads,integrate three-stage curves and characteristics of each of creep steps are obtained.According to the analysis of the experimental results,laws and parameters of each of creep steps under confining pressure are obtained,both initial amount of creep and creep acceleration of acceleration creep phase showed an increasing trend as the addition of creep loadings,but the relationship between lasting time of transfer and stable creep steps with creep loadings showed non-regularity;and constitutive relation of briquette can be reflected by cohesive-elastic-plastic model.Based on calculation,parameters of cohesive-elastic-plastic model are obtained.

【基金】 国家重点基础研究发展计划(973计划)(No.2005CB221502);国家自然科学基金重点项目(No.50534080);重庆市自然科学基金计划重点项目(No.CSTC,2008BA6028)
  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2009年08期
  • 【分类号】TD315
  • 【被引频次】21
  • 【下载频次】667
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