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Experimental Study on the Deformation Characteristics of Fine-Sandstone Under the Loading and Unloading Conditions
作者姓名:XU Jiang  WANG Wei-zhong  YANG Xiu-gui  WANG Hongl Disaster Control Engineering Under the State Ministry of Education  Chongqing University  Chongqing  Chin
摘    要:The deformation characteristics of the fine-sandstone is studied under the loading and unloading conditions at the three different deformation-rates and the two different stress-levels. The experimental results show that there is really the plastic-loop in the deformation curve for the loading deformation curve is different from the unloading deformation curve. But the plastic-loop is nearly unchangeable since the second circulate loading. The residual-deformation is be almost zero since the second circulate loading, and that the slope of the deformation curve increases as the deformation-rate increases, and that the residual-deformation increases as the stress-levels increases.

关 键 词:the  loading  and  unloading  conditions  the  deformation  characteristics  the  plastic-loop  fine-sandstone
修稿时间:2004/9/20 0:00:00

Experimental Study on the Deformation Characteristics of Fine-Sandstone Under the Loading and Unloading Conditions
XU Jiang,WANG Wei-zhong,YANG Xiu-gui,WANG Hongl Disaster Control Engineering Under the State Ministry of Education,Chongqing University,Chongqing,Chin.Experimental Study on the Deformation Characteristics of Fine-Sandstone Under the Loading and Unloading Conditions[J].Storage & Process,2004(12):60-62.
Authors:XU Jiang  WANG Wei-zhong  YANG Xiu-gui  WANG Hongl Disaster Control Engineering Under the State Ministry of Education  Chongqing University  Chongqing  China
Abstract:The deformation characteristics of the fine-sandstone is studied under the loading and unloading conditions at the three different deformation-rates and the two different stress-levels. The experimental results show that there is really the plastic-loop in the deformation curve for the loading deformation curve is different from the unloading deformation curve. But the plastic-loop is nearly unchangeable since the second circulate loading. The residual-deformation is be almost zero since the second circulate loading, and that the slope of the deformation curve increases as the deformation-rate increases, and that the residual-deformation increases as the stress-levels increases.
Keywords:the loading and unloading conditions  the deformation characteristics  the plastic-loop  fine-sandstone
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