Spatio-temporal Evolution of Toppling Deformation of Anti-dip Bedded Rock Slope

ZHANG Liang-hua, XIE Liang-fu, LI Xing-ming

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (11) : 112-115.

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Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (11) : 112-115. DOI: 10.11988/ckyyb.20160673
ROCK-SOIL ENGINEERING

Spatio-temporal Evolution of Toppling Deformation of Anti-dip Bedded Rock Slope

  • ZHANG Liang-hua1, XIE Liang-fu2, LI Xing-ming1
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Abstract

The spatio-temporal evolution of toppling deformation of an anti-dip bedded rock slope was researched in this article. On the basis of engineering geological survey data, the toppling deformation of bank slope was partitioned into many zones, and then the temporal variations of toppling deformation in different zones were analyzed based on surface displacement monitoring data. Furthermore, inverse distance weighting (IDW) interpolation method was employed to obtain the contours of toppling deformation. Results suggest that 1) the front part of the bank slope is dominated by horizontal deformation and the back part by vertical deformation; the global deformation of slope is controlled by the front part’s deformation; 2) the belt-like deformation area in the middle of bank slope determines the evolution of global deformation of bank slope, which correspondingly lags behind the deformation in central area. Moreover, the increase in the displacement of central belt-like deformation area would induce the increase in the total displacement of the rear. The belt-like area is considered as collarbone section of the toppling deformation.

Key words

anti-dip slope / toppling deformation / displacement monitoring / spatio-temporal evolution / investigation

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ZHANG Liang-hua, XIE Liang-fu, LI Xing-ming. Spatio-temporal Evolution of Toppling Deformation of Anti-dip Bedded Rock Slope[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(11): 112-115 https://doi.org/10.11988/ckyyb.20160673

References

[1] 张倬元,王士天,王兰生. 工程地质分析原理[M]. 北京: 地质出版社, 1980.
[2] MUELLER L.New Considerations on the Vaiont Slide[J]. Rock Mechanics & Engineering Geology,1968,6(1/2):1-91.
[3] ZANBAK C. Design Charts for Rock Slopes Susceptible to Toppling[J]. Journal of Geotechnical Engineering, 1983, 109(8): 1039-1062.
[4] TALOBRE J. La Mecanique des Rochs Appliquée Aux Travaux Publics[R]. Paris: Dunod, 1957.
[5] 程东幸,刘大安,丁恩保,等. 反倾岩质边坡变形特征的三维数值模拟研究——以龙滩水电站工程边坡为例进行三维变形特征分析[J]. 工程地质学报,2005,13(2):222-226.
[6] 徐佩华,陈剑平,黄润秋,等. 某水电站解放沟左岸反倾高边坡蓄水稳定性分析[J]. 岩土力学,2005,27(5):827-832.
[7] 杨根兰,黄润秋,严 明,等. 小湾水电站饮水沟大规模倾倒破坏现象的工程地质研究[J]. 工程地质学报,2006,14(2):165-171.
[8] 宋彦辉,黄民奇,陈新建. 班多水电站左岸Ⅰ号倾倒体破坏机制分析[J]. 水利水电科技进展,2007,27(5): 50-52.
[9] TU X, DAI F, LU X, et al. Toppling and Stabilization of the Intake Slope for the Fengtan Hydropower Station Enlargement Project, Mid-South China[J]. Engineering Geology, 2007, 91(2/3/4): 152-167.
[10]李绍臣. 高陡倾倒蠕动滑移边坡变形破坏规律研究[J]. 露天采矿技术,2008,23(4): 8-10.[11]黄润秋,王峥嵘,许 强. 反倾向岩质边坡变形破坏规律分析[R].成都:成都理工大学,1994.
[12]李树武. 澜沧江乌弄龙水电站坝址右岸大型倾倒体变形特征、成因机制及稳定性研究[D]. 成都:成都理工大学, 2012.
[13]WANG G L, WU F Q, YE W J. Stability Analysis for Toppling Failure of Unstable Rock in Three Gorges Reservoir Area, China[M]∥Rock Characterisation, Modelling and Engineering Design Methods.Shanghai,China:Taylor & Francis-Balkema, 2013:431-435.doi: 10.1201/b14917-77.
[14]GOODMAN R E. Toppling A Fundamental Failure Mode in Discontinuous Materials: Description and analysis[C]∥American Society of Civil Engineers. Geo-Congress 2013. San Diego, California, United States, March 3-7, 2013:2338-2368.
[15]BASSA C M, OYANGUREN P R, PHILIPPON R G, et al. The Toppling of Large Blocks on the Northeast Slope of the Meirama Mine[C]∥ International Society for Rock Mechanics. ISRM Regional Symposium-EUROCK 2014, Vigo, Spain, May 27-29, 2014:731-736.
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