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低丘缓坡地区小型崩塌的DDA方法模拟 被引量:2

SIMULATION OF SMALL COLLAPSE IN LOW-SLOPE HILLY LAND BY DDA METHOD
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摘要 小型崩塌是低丘缓坡地区,特别是低丘缓坡开发利用中常见的一类地质灾害。本论文采用DDA方法对小型崩塌问题进行数值模拟和分析。模拟中通过增加重力的方法使得坡体逐渐破坏失稳;针对不同的岩土体类型进行不同的单元(块体)划分,并根据需要考虑岩土体的开裂形式破坏。研究对某真实坡体的小型崩塌过程进行了模拟预测和分析。研究表明DDA方法是模拟小型崩塌破坏的有效方法,可以在该类问题的分析中得到广泛应用。 Small-scale collapse failure is a typical kind of geological disaster in low-slope hilly land,especially in its exploitation.In this paper,the DDA method is adopted to numerically simulate and analyze the process of small-scale collapse.In the simulation,different types of elements(or blocks)are employed according to different geological material types with the consideration of fracturing failure when required,and the slope is driven to collapse gradually by increasing its gravity.The collapse failure process of a practical small slope is predicted by DDA simulation and the failure characteristics are discussed.Results indicate that the DDA is an effective method for the numerical simulation of small-scale collapse failures,which could be widely used in the analysis of this kind of problems.
出处 《地质灾害与环境保护》 2016年第2期84-88,共5页 Journal of Geological Hazards and Environment Preservation
基金 四川省地质调查院"成都城市群环境地质调查评价"项目(编号12120113004200)
关键词 崩塌 低丘缓坡 数值模拟 DDA方法 collapse low-slope hilly land numerical simulation DDA method
作者简介 罗明(1981-),男,硕士,工程师,主要从事水文地质、工程地质、环境地质调查研究。E—mail:cnningyi@foxmail.com
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  • 1Shi G H. Discontinuous deformation analysis-a new numericalmodel for the static and dynamics of block systemsI-D~. Berke ley: UC Berkeley, 1988.
  • 2Ning Y, Yang Z, Wei B, et al. Advances in Two-Dimensional Discontinuous Deformation Analysis for Rock Mass Dynamics [-J~. International Journal of Geomechanics, 2016~ E6016001.
  • 3孙东亚,彭一江,王兴珍.DDA数值方法在岩质边坡倾倒破坏分析中的应用[J].岩石力学与工程学报,2002,21(1):39-42. 被引量:52
  • 4Hatzor Y H, Arzi A A, Zaslavsky Y, et al. Dynamic stability analysis of jointed rock slopes using the DDA method: King Herod's Palace, Masada, IsraelEJ~. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(5): 813-832.
  • 5Tsesarsky M, Hatzor Y H. Kinematics of overhanging slopes in discontinuous rockF-J~. Journal of geotechnical and geoenvir- onmental engineering, 2009, 135(8) : 1122-1129.
  • 6Wu J H, Chen C H. Application of DDA to simulate charac- teristics of the Tsaoling landslideEJ~. Computers and Geotech- nics, 2011, 38(5): 741-750.
  • 7何传永,孙平,吴永平,段庆伟.用DDA方法验证倾倒边坡变形的制动机制[J].中国水利水电科学研究院学报,2013,11(2):107-111. 被引量:4
  • 8Ning Y, Zhao Z. A detailed investigation of block dynamic sliding by the discontinuous deformation analysisI-J~. Interna- tional Journal for Numerical and Analytical Methods in Geome- chanics, 2013, 37(15): 2373-2393.
  • 9Ning Y, Yang J, An X, et al. Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis framework~l~. Computers and Geotechnics, 2011, 38(1): 40-49.
  • 10倪克松,甯尤军.DDA子块体开裂模拟算法的优化与验证[J].地下空间与工程学报,2014,10(5):1017-1022. 被引量:11

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