| 裂隙岩体非稳态渗流场与损伤场耦合分析模型 |
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| 引用本文： | 朱珍德,孙钧. 裂隙岩体非稳态渗流场与损伤场耦合分析模型[J]. 山东科技大学学报(自然科学版), 1999, 0(3) |
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| 作者姓名： | 朱珍德 孙钧 |
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| 作者单位： | 上海同济大学 |
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| 摘 要： | 从流体扩散能量叠加原理出发，建立了裂隙岩体介质的渗流张量解析表达式。综合应用断裂力学与损伤理论，探讨了复杂应力状态下裂隙岩体的本构关系以及压剪裂纹的起裂准则，建立了裂隙岩体在压剪、拉剪应力状态下损伤演化方程，提出了渗透张量随裂隙损伤发展的关系以及裂隙岩体非稳态渗流场与损伤场耦合模型。
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| 关 键 词： | 裂隙岩体 非稳态 渗流场 损伤场 耦合模型 |
Coupling Model of Unstable Seepage Field and Damaging Field of Fractured Rock Mass |
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| ZHU Zhen de,SUN Jun. Coupling Model of Unstable Seepage Field and Damaging Field of Fractured Rock Mass[J]. Journal of Shandong Univ of Sci and Technol: Nat Sci, 1999, 0(3) |
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| Authors: | ZHU Zhen de SUN Jun |
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| Affiliation: | Tongji University |
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| Abstract: | Based on the principle of energy accumulation of liguid diffusion,this paper puts forward the analytical expression of pervasion tensor of fractured rock mass.By means of fracture mechanics and damaging theory,the constitutive model of fractured rock mass under the complex stress state and the criterion of cracks are studied.The damaging evolution equation of fractured rock mass under the stress state of compression shear and tension shear is established and the coupling model of unstable seepagefield and damaging field of fractured rock mass is presented. |
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| Keywords: | fractured rock mass unstable state seepage field damaging field coupling model |
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