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屈曲倾倒破坏(flexural toppling failure)

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1 引言

倾倒破坏(Toppling Failure) 是一组平行的节理朝着边坡方向发生的破坏。按照Goodman and Bray (1976)的分类, 倾倒破坏分为三种形式: (a) Block Toppling; (b) Flexural toppling; (c) Block flexure toppling. 其中屈曲倾倒破坏(flexural toppling failure) 是破坏性最大的一种模式, 多年来研究者们通过相似材料试验和数值模拟试验进行了大量研究. 这个笔记简要回顾了GeotechSet中的屈曲倾倒破坏研究, 索引文件保存在flexural toppling failure.txt.

2 屈曲倾倒破坏的分析方法

Wyllie (2018)对倾倒破坏从相似材料试验到数值模拟作了非常详细的总结. 极限平衡方法不能用于这种破坏模式. 文献资料显示, 屈曲倾倒破坏的分析方法包括UDEC,RocTopple, PFC, Slope Model等。

3 Slope Model 

Slope Model采用了SRM技术, SRM允许节理滑动和张开以及完整岩石的断裂。这种分析方法从用户指定的DFN得出的节理形状,然后对节理网络内的非稳态流体流动和压力进行模拟,地下水可以在节理和岩石中流动,当新的裂缝形成时,流动网络也会自动扩展。(lattice-spring.txt)


4 参考文献

[1] Duncan C. Wyllie (2018) Rock Slope Engineering Civil Applications. Fifth Edition. 621p. (pdf)


[2] Spreafico, M. C., et al. (2017). "An investigation into the development of toppling at the edge of fractured rock plateaux using a numerical modelling approach." Geomorphology 288: 83-98.


[3] Adhikary, D. P., Dyskin, A. V.,Jewell, R. J., and Stewart, D. P. (1997) "A study of the mechanism of flexural toppling failure of rock slopes." Rock Mechanics and Rock Engineering 30(2): 75-93.


[4] Adhikary, D. P. and A. V. Dyskin (2007). "Modelling of progressive and instantaneous failures of foliated rock slopes." Rock Mechanics and Rock Engineering 40(4): 349-362.


[5] Aydan, O. and T. Kawamoto (1992). "The stability of slopes and underground openings against flexural toppling and their stabilisation." Rock Mechanics and Rock Engineering.


[6] Board M., Chacon E., Verona P. and Lorig L. (1996). "Comparative analysis of toppling behaviour at Chuquicamata open-pit mine, Chile." Transactions of the Institutions of Mining and Metallurgy Section a-Mining Technology 105: A11-A21.


[7] Majdi, A.; Amini, M.: Effects of geostructural weaknesses on flexural toppling failure based on principles of solid and fracture mechanics. In Proc. 5th Asian Rock Mech. Symp. (ARMS), Teheran, 2008.


[8] Majdi, A. and M. Amini (2011). "Analysis of geo-structural defects in flexural toppling failure." International Journal of Rock Mechanics and Mining Sciences 48(2): 175-186.


[9] Majdi, A., et al. (2012). "New physical modeling of flexural toppling failure with titling machine." Harmonising Rock Engineering and the Environment: 2119-2123.


[10] Amini, M., et al. (2009) "Stability Analysis and the Stabilisation of Flexural Toppling Failure." Rock Mechanics and Rock Engineering 42(5): 751-782. 


[11] Amini, M., et al. (2009). "An Experimental Study in Rock Slopes against Dynamic Flexural Toppling Failure." Controlling Seismic Hazard and Sustainable Development of Deep Mines: 7th International Symposium on Rockburst and Seismicity in Mines (Rasim7), Vol 1 and 2: 1569-1576. 


[12] Nishimura, T., et al. (2013). "A small scale laboratory test using shaking table apparatus for toppling failure of rock slopes." Rock Dynamics and Applications - State of the Art: 239-244.


[13] Pinheiro, A. L., et al. (2015). "Use of the distinct element method to study flexural toppling at the Pico Mine, Brazil." Bulletin of Engineering Geology and the Environment 74(4): 1177-1186.


[14] Zhang, G. C., et al. (2018). "New stability calculation method for rock slopes subject to flexural toppling failure." International Journal of Rock Mechanics and Mining Sciences 106: 319-328.


[15] Zheng, Y., et al. (2018). "Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models." Engineering Geology 237: 116-128.


[16] Lian, J. J., et al. (2018) "A Numerical Study on Toppling Failure of a Jointed Rock Slope by Using the Distinct Lattice Spring Model." Rock Mechanics and Rock Engineering 51(2): 513-530. 


[17] Alzo'ubi, A. K., et al. (2010). "Influence of tensile strength on toppling failure in centrifuge tests." International Journal of Rock Mechanics and Mining Sciences 47(6): 974-982.


[18] Pinheiro, A. L., et al. (2015). "Use of the distinct element method to study flexural toppling at the Pico Mine, Brazil." Bulletin of Engineering Geology and the Environment 74(4): 1177-1186.


[19] Su, L. J., et al. (2017) "A New Calculation Method to Flexural Toppling Failure of Anti-dipped Rock Slope." Advancing Culture of Living with Landslides, Vol 4: Diversity of Landslide Forms: 483-488.

相关文章,在仿真秀官网搜索:

边坡工程---岩体边坡的破坏模式

岩土边坡的破坏类型(C3)(Failure types of slope)

网格-弹簧(Lattice-Spring-Based)方法

耦合的网格/离散单元法模拟岩石粘结块体

合成岩体模拟[Synthetic Rock Mass (SRM) modeling]

来源:计算岩土力学
断裂岩土PFC材料试验
著作权归作者所有,欢迎分享,未经许可,不得转载
首次发布时间:2022-11-19
最近编辑:1年前
计算岩土力学
传播岩土工程教育理念、工程分析...
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