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Volume 33 Issue zk1
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TIAN Yi-bin, HOU Xing-xia, LIU Yan-hu, HE Yun, LI Xiao-jun. Transformation of ancient faulted rock mass into landslide[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 261-265.
Citation: TIAN Yi-bin, HOU Xing-xia, LIU Yan-hu, HE Yun, LI Xiao-jun. Transformation of ancient faulted rock mass into landslide[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 261-265.
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Transformation of ancient faulted rock mass into landslide

  • 1. Northwest Research Institute Co., Ltd. of . CREC, Lanzhou 730000, China; 2. Changyuan Architecture and Design Institute of Gansu Province, Lanzhou 730070, China; 3. School of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China

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  • Received Date: April 12, 2011
  • Published Date: November 30, 2011
    Graphical Abstract
    • Abstract
  • During the construction of remote highways, the disaster of landslide transformed from faulted rock mass often occurs. The landslide translated from the faulted rock mass is quite harmful to highway construction, and the control cost is very high. First, the deforming progress and mechanics, monitoring and stability after transformation are analyzed and discussed. Then the best proposal is adopted and the landslide is successfully controlled. Finally, the valuable experience and lessons are gained, and the inter-transform modes and influencing factors of the ancient faulted rock mass in layered, sheet and tabular anti-dip rock section, transforming into cutting-layer rock landslide, are summarized. It will give important instructions for treating disasters like this during the highway construction in the future.
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    • References (10)
  • [1]
    王恭先 , 徐峻龄 , 刘光代 , 等 . 滑坡学与滑坡防治技术 [M]. 北京 : 中国铁道出版社 , 2004. (WANG Gong-xian. XU Jun-ling, LIU Guang-dai, et al. Landsliding and landslide-proof technology[M]. Beijing: China Railway Publishing House, 2004. (in Chinese))
    [2]
    徐邦栋 . 滑坡分析与防治 [M]. 北京 : 中国铁道出版社 , 2001. (XU Bang-dong. Analysis and prevention of landslide[M]. Beijing: China Railway Publishing House, 2001. (in Chinese))
    [3]
    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 , 1994. (ZHANG Zhuo-yuan, WANG Shi-tian, WANG Lan-sheng. Principles of engineering geology[M]. Beijing: GeologicalPublishing House, 1994. (in Chinese))
    [4]
    GB/50021 － 2001 岩土工程勘察规范 [S]. (GB/50021 － 2001 Code for investingation of geotechnical engineering[S]. (in Chinese))
    [5]
    重庆地方标准 . DB50/5029 — 2004 地质灾害防治工程设计规范 [S]. 重庆 : 2004. (The Professional Standards Compilation Group of Chongqing City. DB50/5029 — 2004 Design specifications of implementation project for geologic hazards[S]. Chongqing: 2004. (in Chinese))
    [6]
    陈祖煜 . 土质边坡稳定性分析—原理·方法·程序 [M]. 北京 : 中国水利水电出版社 , 2003. (CHEN Zu-yu. Soil slope stability analysis-theory,methods and programs[M]. Beijing: China Water Conservancy and Hydropower Publishing House, 2003. (in Chinese))
    [7]
    郑颖人 , 赵尚毅 , 邓卫东 . 岩质滑坡破坏机制有限元数值模拟分析 [J]. 岩石力学与工程学报 , 2003, 22 (12): 1943 – 1952. (ZHENG Ying-ren, ZHAO Shang-yi, DENG Wei-dong. Numerical simulation on failure mechanism of rock slope by strength reduction FEM[J]. Chinse Journal of Rock Mechanics and Engineering, 2003, 22 (12): 1943 – 1952. (in Chinese))
    [8]
    赵尚毅 , 郑颖人 , 邓卫东 . 用有限元强度折减法进行岩质滑坡稳定性分析 [J]. 岩石力学与工程学报 , 2003, 22 (2): 254 – 260. (ZHAO Shang-yi, ZHENG Ying-ren, DENG Wei-dong. Stability analysis of rock slope by strength reducation FEM[J].Chinse Journal of Rock Mechanics and Engineering, 2003, 22 (2): 254 – 260. (in Chinese))
    [9]
    赵尚毅 , 郑颖人 , 时卫民 . 用有限元强度折减法求边坡稳定安全系数 [J]. 岩石力学与工程学报 , 2002, 24 (3): 343 – 346. (ZHAO Shang-yi, ZHENG Ying-ren, SHI Wei-min, et al. Analysis of safety factors of slope by strength reduction FEM[J]. Chinse Journal of Geotechnical Engineering, 2002, 24 (3): 343 – 346. (in Chinese))
    [10]
    中铁西北科学研究院有限公司 . 重庆武隆至水江高速公路 ZK41+400 — +530 段滑坡治理施工图设计 [R]. 兰州 : 中铁西北科学研究院有限公司 , 2009. (Northwest Research Institute Co., Ltd. of China Railway Engineering Corporation. The working drawing design for treating landslide of the ZK41+400 — +530 section of the highway from Wulong, Chongqing to Shuijiang[R]. Lanzhou: Northwest Research Institute Co., Ltd. of China Railway Engineering Corporation, 2009. (in Chinese))
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