| 浅谈软岩流变性的研究 |
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| 引用本文： | 胡洲,刁心宏,王继飞.浅谈软岩流变性的研究[J].江西科学,2006,24(3):309-313. |
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| 作者姓名： | 胡洲 刁心宏 王继飞 |
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| 作者单位： | 华东交通大学土木建筑学院,江西,南昌,330013 |
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| 摘 要： | 软岩是工程中经常遇到的岩体,这类岩体抗压强度较低,具有明显的流变特性,蠕变变形量较大,容易引起巷道/隧道的失稳和破坏。通过查阅大量文献资料,根据前人的研究成果,对软岩的流变性研究进行了较为系统的归纳与总结,并且介绍了软岩流变性在实际工程中的应用,最后对软岩流变性的进一步研究进行预测。
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| 关 键 词： | 软岩 流变性 蠕变 本构模型 |
| 文章编号： | 1001-3679(2006)03-0309-05 |
| 收稿时间： | 2006-02-21 |
| 修稿时间： | 2006-04-10 |
Elementary Speaking the Research on Soft Rock Rheological Property |
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| HU Zhou,DIAO Xin-hong,WAMG Ji-fei.Elementary Speaking the Research on Soft Rock Rheological Property[J].Jiangxi Science,2006,24(3):309-313. |
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| Authors: | HU Zhou DIAO Xin-hong WAMG Ji-fei |
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| Affiliation: | School of Civil Engineering, East China Jiaotong University,Jiangxi Nanchang 330013 PRC |
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| Abstract: | Soft rocks are a rock mass which often be encountered in underground engineering,whose compressive strength is lower,with obvious characteristics of rheology.The amount of creep deformation is big enough to cause failure of roadways or tunnels.By looking up a great deal of literature and data,systemically summarized the research and development result of soft rock rheological properties on the basis of precious datas,and carry on forcast for the further research on soft rock rheological property. |
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| Keywords: | Soft rock Rheological property Creep Constitutive model |
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