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粉煤灰混凝土的自生收缩及后期强度的试验研究
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作者 王伟 《粉煤灰》 2007年第5期10-12,共3页
采用了自行设计的圆环试验装置(参照Karl Wiegrink在研究高强混凝土的收缩开裂时所使用的试验装置),测试了不同强度等级、不同粉煤灰掺量的混凝土圆环在恒温、恒湿条件下的微应变值的变化并对其自生收缩进行对比分析,及对粉煤灰混凝土... 采用了自行设计的圆环试验装置(参照Karl Wiegrink在研究高强混凝土的收缩开裂时所使用的试验装置),测试了不同强度等级、不同粉煤灰掺量的混凝土圆环在恒温、恒湿条件下的微应变值的变化并对其自生收缩进行对比分析,及对粉煤灰混凝土的后期强度进行了实验研究。 展开更多
关键词 圆环试验 收缩开裂 微应变值 自生收缩 后期强度
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Simulation study on fluctuant flow stress scale effect 被引量:1
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作者 SHEN Yu YU Hu-ping RUAN Xue-yu 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2006年第8期1343-1350,共8页
Crystal plasticity theory was used to simulate upsetting tests of different dimensions and grain size micro copper cylinders in this study on the fluctuant flow stress scale effect. Results showed that with the decrea... Crystal plasticity theory was used to simulate upsetting tests of different dimensions and grain size micro copper cylinders in this study on the fluctuant flow stress scale effect. Results showed that with the decrease of billet grain quantity, flow stress fluctuation is not always increased, but there is a maximum. Through this study, the fluctuant flow stress scale effect can be understood deeper, and relevant necessary information was obtained for further prediction and control of this scale effect and to design the microforming process and die. 展开更多
关键词 MICROFORMING Scale effect Numerical simulation FLUCTUATION
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Characteristics of microseismic b-value associated with rock mass large deformation in underground powerhouse caverns at different stress levels 被引量:10
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作者 LI Biao DING Quan-fu +3 位作者 XU Nu-wen DAI Feng XU Yuan QU Hong-lue 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第2期693-711,共19页
Rock mass large deformation in underground powerhouse caverns has been a severe hazard in hydropower engineering in Southwest China.During the development of rock mass large deformation,a sequence of fractures was gen... Rock mass large deformation in underground powerhouse caverns has been a severe hazard in hydropower engineering in Southwest China.During the development of rock mass large deformation,a sequence of fractures was generated that can be monitored using microseismic(MS)monitoring techniques.Two MS monitoring systems were established in two typical underground powerhouse caverns featuring distinct geostress levels.The MS b-values associated with rock mass large deformation and their temporal variation are analysed.The results showed that the MS bvalue in course of rock mass deformation was less than 1.0 in the underground powerhouse caverns at a high stress level while larger than 1.5 at a low stress level.Prior to the rock mass deformation,the MS b-values derived from both the high-stress and low-stress underground powerhouse caverns show an incremental decrease over 10%within 10 d.The results contribute to understanding the fracturing characteristics of MS sources associated with rock mass large deformation and provide a reference for early warning of rock mass large deformation in underground powerhouse caverns. 展开更多
关键词 underground powerhouse caverns rock mass large deformation stress level microseismic monitoring bvalue
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