| 裂隙岩体水力等效连续介质中物理量的讨论 |
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| 引用本文： | 肖裕行,王泳嘉.裂隙岩体水力等效连续介质中物理量的讨论[J].岩土力学,1997,18(4):13-17. |
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| 作者姓名： | 肖裕行 王泳嘉 |
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| 作者单位： | 中国科学院地质研究所!北京，100029，东北大学资源与土木工程学院!沈阳，110006，东北大学资源与土木工程学院!沈阳，110006，冶金部沈阳勘察院!110015，中国科学院地质研究所!北京，100029 |
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| 基金项目： | 国家自然科学基金!59544010 |
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| 摘 要： | 基于力学基本原理和等效原则．总结了裂隙岩体水力等效连续介质中一些物理量的定义。其中，从力的运动效果和对应应力状态性质两方面讨论了渗透作用力，证明了水力等效连续介质中渗透作用力运动效果等效的必然性和对应应力状态性质的一致性。
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| 关 键 词： | 裂隙岩体水力行为 等效连续介质 渗透作用力 |
On Some Fundamental Quantities in Equivalent Continuum Model for Fractured Rock Masses |
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| Xiao Yuxing, Wang Yougjia, Lu Shizong, Chen Dianqiang, Wang Sijing.On Some Fundamental Quantities in Equivalent Continuum Model for Fractured Rock Masses[J].Rock and Soil Mechanics,1997,18(4):13-17. |
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| Authors: | Xiao Yuxing Wang Yougjia Lu Shizong Chen Dianqiang Wang Sijing |
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| Abstract: | Based on mechanical principles and the relevant equivalent conventions, some fundamentalquantities were evaluated in hydromechanically equivalent continuum model for fractured rock masses. Theemphasis was paid on the seepage force in terms of its contribution to the motion in media and property of stressstates induced by seepage. |
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| Keywords: | hydromechanical behaviours of fractured rock mass equivalent continuum model seepage force |
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