| 基于不同节理模型的岩体边坡稳定性分析 |
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| 引用本文： | 蒋坤,夏才初.基于不同节理模型的岩体边坡稳定性分析[J].同济大学学报(自然科学版),2009,37(11). |
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| 作者姓名： | 蒋坤 夏才初 |
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| 作者单位： | 同济大学,地下建筑与工程系,上海200092;同济大学岩土及地下工程教育部重点实验室,上海200092 |
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| 基金项目： | 国家自然科学基金资助项目 |
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| 摘 要： | 利用离散元对节理岩体工程进行稳定性分析时,节理的本构关系对分析结果有重要的影响.详细介绍了基于离散元UDEC软件,利用Barton-Bandis(BB)和Mohr-Coulomb(MC)本构模型分析节理岩体边坡稳定性的主要区别.在BB模型中,由于膨胀角随剪切运动呈非线性变化,节理岩体边坡分析所得到的运动规律与现场监测数据所反映的边坡运动规律一致,而MC模型分析结果则与现场监测数据所反映的边坡运动规律相差甚大,因此,离散元中BB模型更适合于用来分析节理岩体工程.根据BB模型模拟分析的结果,对依托工程边坡采取了喷射厚度10 cm混凝土进行加固的措施,模拟结果表明,喷射10 cm混凝土对边坡稳定性起到了良好的加固作用,依托工程正是按此加固方案进行施工.
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| 关 键 词： | 边坡稳定性 离散元法 节理本构模型 Barton-Bandis模型 Mohr-Coulomb模型 |
Stability Analysis of Jointed Rock Slopes with Different Joint Constitutive Model |
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| JIANG Kun and XIA Caichu.Stability Analysis of Jointed Rock Slopes with Different Joint Constitutive Model[J].Journal of Tongji University(Natural Science),2009,37(11). |
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| Authors: | JIANG Kun and XIA Caichu |
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| Institution: | Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China;Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China |
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| Abstract: | Based on UDEC numerical simulation software, this paper illustrates in detail the differences between the BartonBandis (BB) and the Mohr-coulomb (MC) joint constitutive models when each model is applied to the stability analysis of the jointed rock slopes. The BB model, which allows the dilation accompanying the shear movements, can predict a good slope motion law consistent with field monitoring, while the slope motion law by MC model is in coherent contact with field monitoring, therefore, the BB model is more suitable for anglicizing jointed rock projects. Consequently, the 10 cm thick shotcrete is proposed for the reinforcement of this rock slope from the result of the BB model simulation. The result shows that proposition for the reinforcement of the slope is proved an appropriate reinforcement method, and the jointed rock slope is constructed according to this reinforcement method. |
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| Keywords: | rock slope stability discrete element method joint constitutive model Barton-Bandis model Mohr-Coulomb model |
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