| 各向异性损伤锚固模型在大型公路滑坡治理工程中的应用 |
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| 引用本文： | 张强勇 向文. 各向异性损伤锚固模型在大型公路滑坡治理工程中的应用[J]. 山东工业大学学报, 2006, 36(5): 82-85 |
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| 作者姓名： | 张强勇 向文 |
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| 作者单位： | 山东大学岩土与结构工程研究中心,山东济南250061 |
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| 摘 要： | 公路滑坡是公路交通运营过程中经常出现的一种地质灾害，本文根据岩石锚杆对节理裂隙岩体的加固机理，提出各向异性损伤锚固模型模拟锚杆支护效果，在深入分析了一公路滑坡的成因后，将建立的力学模型用于指导该公路滑坡的加固治理设计，取得了令人满意的效果．
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| 关 键 词： | 节理裂隙岩体 锚固模型 公路滑坡 滑坡加固设计 |
| 文章编号： | 1672-3961（2006）05-0082-04 |
| 收稿时间： | 2005-08-08 |
Application of anisotropic damage anchorage model in a large sized highway landslide reinforcement |
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| ZHANG Qiang-yong, XIANG Wen ,. Application of anisotropic damage anchorage model in a large sized highway landslide reinforcement[J]. Journal of Shandong University of Technology, 2006, 36(5): 82-85 |
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| Authors: | ZHANG Qiang-yong XIANG Wen |
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| Abstract: | Highway landslide is a kind of geology hazard which often occurs during highway operation. According to anchorage mechanism of rockbolts, an anisotropic damage anchorage model was established to simulate supporting effect of rockbolts in jointed rockmass. After analyzing the formation reason for a highway landslide, the mechanical model were applied to guide the landslide reinforcement design. Some satisfactory results have been obtained. |
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| Keywords: | jointed rockmass anchorage model highway landslide reinforcement design for landslide |
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