Volume 21 Issue 2
Jun.  2015
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TTIAN You, YANG Wei-min, LIU Ting, et al., 2015. DEFORMATION MECHANISM AND EVOLUTIONARY PROCESS OF THE TIANSHUI FORGING MACHINE PLANT LANDSLIDE IN GANSU. Journal of Geomechanics, 21 (2): 298-308.
Citation: TTIAN You, YANG Wei-min, LIU Ting, et al., 2015. DEFORMATION MECHANISM AND EVOLUTIONARY PROCESS OF THE TIANSHUI FORGING MACHINE PLANT LANDSLIDE IN GANSU. Journal of Geomechanics, 21 (2): 298-308.

DEFORMATION MECHANISM AND EVOLUTIONARY PROCESS OF THE TIANSHUI FORGING MACHINE PLANT LANDSLIDE IN GANSU

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  • Received: 2014-11-03
  • Published: 2015-06-01
  • The Tianshui Forging Machine Plant Landslide in Gansu Province happened on August 11, 1990 with a volume of 1.4×106 m3. It is a loess interface landslide occurring along the loess/mudstone interface. The landslide body is mainly composed of secondary loess, and the slip bed is mainly composed of Quaternary loess and Neogene mudstone. The landslide is controlled by the double-layered structure of the slope in area, being induced by some factors such as engineering excavation, rainfall and irrigation. The research on the deformation mechanism and evolutionary process of the landslide based on geological survey and engineering drilling shows that the formation process can be divided as follow: the formation period of high and steep side slopes; the landslide incubation period; sliding surface through critical period; landslide falling and accumulating period; landslide revival and deformation period. Field investigation and engineering drilling indicate that the landslide is unstable at present. It can most likely revive and slide again if there is earthquake or heavy rainfall. The results can provide theoretical basis for the disaster warning of this kind of landslide.

     

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  • [1]
    吴玮江.天水市滑坡泥石流灾害[J].水文地质工程地质, 2003, (5):75~78. http://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200305017.htm

    WU Wei-jiang. Landslide and debris flow hazards in City of Tianshui[J]. Hydrogeology and Engineering Geology, 2003, (5): 75~78. http://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200305017.htm
    [2]
    曲永新, 张永双, 覃祖淼.三趾马红土与西北黄土高原滑坡[J].工程地质学报, 1999, 7(3):257~265. http://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ199903010.htm

    QUYong-xin, ZHANG Yong-shuang, QIN Zu-miao. Hipparion laterite and landslide hazards on loess plateau of northwestern China[J]. Journal of Engineering Geology, 1999, 7(3): 257~265. http://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ199903010.htm
    [4]
    马崇武, 刘忠玉, 苗天德, 等.高速滑坡活动强度预测的一种新方法探讨[J].兰州大学学报:自然科学, 2001, 37(1):93~96. http://www.cnki.com.cn/Article/CJFDTOTAL-LDZK200101019.htm

    MA Chong-wu, LIU Zhong-yu, Miao Tian-de, et al. A new method for forecasting the severity of activity of high-speed landslides[J]. Journal of Lanzhou University: Natural Sciences, 2001, 37(1): 93~96. http://www.cnki.com.cn/Article/CJFDTOTAL-LDZK200101019.htm
    [5]
    李杰. 边坡稳定性问题的理论分析及其应用研究[D]. 大连: 大连理工大学, 2002.

    LI Jie. Theoretical analysis of the slope stability problem and its application research[D]. Dalian: Dalian University of Technology, 2002.
    [6]
    刘忠玉, 方波.高速滑坡活动强度的动力模拟[J].郑州工业大学学报, 2000, 21(1):41~45. http://www.cnki.com.cn/Article/CJFDTOTAL-ZZGY200001011.htm

    LIU Zhong-yu, FANG Bo. Dynamic simulation of the severity of high-speed landslides[J]. Journal of Zhengzhou University of Technology, 2000, 21(1): 41~45. http://www.cnki.com.cn/Article/CJFDTOTAL-ZZGY200001011.htm
    [3]
    文宝萍.黄土地区典型滑坡预测预报及减灾对策研究[M].北京:地质出版社, 1997.

    WEN Bao-ping. The typical landslide prediction and disaster reduction countermeasures research in loess area[M]. Beijing: Geological Publishing House, 1997.
    [7]
    薛振勇, 侯书云.人类活动诱发的地质灾害——天水锻压机床厂滑坡[J].中国地质灾害与防治学报, 1991, 2(4):54~62. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH199104006.htm

    XUE Zhen-yong, HOU Shu-yun. The geological hazard induced by human activity: The landslide in the Tianshui Forging & Pressing Machine Tool Factory[J]. The Chinese Journal of Geological Hazard and Control, 1991, 2(4): 54~62. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH199104006.htm
    [8]
    成玉祥, 张骏, 刘玉洁.天水地区主要活动断裂特征与氡气测试成果分析[J].煤田地质与勘探, 2009, 37(3):5~9. http://www.cnki.com.cn/Article/CJFDTOTAL-MDKT200903004.htm

    CHENG Yu-xiang, ZHANG Jun, LIU Yu-jie. Analysis on the feature and radon survey result of the main active faults in Tianshui area[J]. Coal Geology & Exploration, 2009, 37(3): 5~9. http://www.cnki.com.cn/Article/CJFDTOTAL-MDKT200903004.htm
    [9]
    吴玮江, 何琼, 程建祥, 等.甘肃省东部滑坡发育规律[J].中国地质灾害与防治学报, 1993, 4(3):91~97. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH199303013.htm

    WU wei-Jiang, HE Qiong, CHENG Jian-xiang, et al. Development law of landslide in east part of Gansu Province [J]. The Chinese Journal of Geological Hazard and Control, 1993, 4(3): 91~97. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH199303013.htm
    [10]
    Zhu Jing, Ding Jun, Liang Jing-tao. Influences of the Wenchuan earthquake on sediment supply of debris flows[J]. Journal of Mountain Science, 2011, 8(2): 270~277. doi: 10.1007/s11629-011-2114-7
    [11]
    张嘎, 王爱霞, 牟太平, 等.边坡破坏过程离心机模型试验的应力位移场研究[J].岩土力学, 2008, 29(10):2637~2641. doi: 10.3969/j.issn.1000-7598.2008.10.008

    ZHANG Ga, WANGAi-xia, MU Tai-ping, et al. Study of stress and displacement fields in centrifuge modeling of slope progressive failure[J]. Rock and Soil Mechanics, 2008, 29(10): 2637~2641. doi: 10.3969/j.issn.1000-7598.2008.10.008
    [12]
    王爱霞. 土坡变形破坏过程的离心模型试验研究[D]. 北京: 清华大学, 2007.

    WANG Si-xia. Centrifuge modeling of failures of cohesive soil slopes[D]. Beijing: Tsinghua University, 2007.
    [13]
    李明, 张嘎, 胡耘, 等.边坡开挖破坏过程的离心模型试验研究[J].岩土力学, 2010, 31(2):366~370. http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201002009.htm

    LI Ming, ZHANG Ga, HU Yun, et al. Centrifuge model tests on excavation-induced failure of slopes[J]. Rock and Soil Mechanics, 2010, 31(2): 366~370. http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201002009.htm
    [14]
    唐茂颖. 土质路堑高边坡变形特征的离心机模型试样研究[D]. 成都: 西南交通大学, 2005.

    TANG Mao-ying. A research of the soil cut high slope deformation characteristics based on centrifugal model tests[D]. Chengdu: Southwest Jiaotong University, 2005.
    [15]
    薛振勇.地下水活动与柏树村大型滑坡[J].水土保持通报, 1985, (4):34~37. http://www.cnki.com.cn/Article/CJFDTOTAL-STTB198504007.htm

    XUE Zhen-yong. Groundwater activity and cypress village large landslides[J]. Bulletin of Soil and Water Conservation, 1985, (4): 34~37. http://www.cnki.com.cn/Article/CJFDTOTAL-STTB198504007.htm
    [16]
    孙红月, 尚岳全.浙江上三公路6#滑坡的地下水作用与控制[J].岩石力学与工程学报, 2006, 25(3):505~510. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200603014.htm

    SUN Hong-yue, SHANG Yue-quan. Groundwater effect on landslide and its control along Shangyu-Sanmen highway in Zhejiang Province[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 505~510. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200603014.htm
    [17]
    王家海, 任佳, 张顺斌, 等.利用地下水水位对滑坡预警的分析及探讨[J].地下空间与工程学报, 2008, 4(6):1152~1156. http://www.cnki.com.cn/Article/CJFDTOTAL-BASE200806034.htm

    WANG Jia-hai, REN Jia, ZHANG Shun-bin, et al. Analysis and discussion of utilizing groundwater level for landslide early-warning[J]. Chinese Journal of Underground Space and Engineering, 2008, 4(6): 1152~1156. http://www.cnki.com.cn/Article/CJFDTOTAL-BASE200806034.htm
    [18]
    Pearce A J. Stream flow generation processes: An Austral view[J]. Water Resources Research, 1990, 26(12): 3037~3047. doi: 10.1029/WR026i012p03037/epdf
    [19]
    吴宏伟, 陈守义, 庞宇威.雨水入渗对非饱和土坡稳定性影响的参数研究[J].岩土力学, 1999, 20(1):2~13. http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX901.000.htm

    WU HONG-wei, CHEN Shou-yi, PANG Yue-wei. Parametric study of effects of rain infiltration on unsaturated slopes[J]. Rock and Soil Mechanics, 1999, 20(1): 2~13. http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX901.000.htm
    [20]
    张我华, 陈合龙, 陈云敏.降雨裂缝渗透影响下山体边坡失稳灾变分析[J].浙江大学学报:工学版, 2007, 41(9):1429~1435. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDZC200709000.htm

    ZHANG Wo-hua, CHEN He-long, CHEN Yun-min. Catastrophe analysis for disaster of mountain slope stability affected by rainfall seepage and surface crack[J]. Journal of Zhejiang University: Engineering Science, 2007, 41(9): 1429~1435. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDZC200709000.htm
    [21]
    黄润秋, 徐则民, 许模.地下水的致灾效应及异常地下水流诱发地质灾害[J].地球与环境, 2005, 33(3):1~9. http://www.cnki.com.cn/Article/CJFDTOTAL-DZDQ200503003.htm

    HUANG Run-qiu, XU Ze-ming, XU Mo. Hazardous effects of underground water and extraordinary water flow-induced geohazards[J]. Earth and Environment, 2005, 33(3): 1~9. http://www.cnki.com.cn/Article/CJFDTOTAL-DZDQ200503003.htm
    [22]
    林锋, 黄润秋. 滑带土强度对水的敏感性三轴试验研究[C]//中国地质学会. 第七届全国工程地质大会论文集. 北京: 中国地质学会, 2004: 6.

    LIN Feng, HUANG Run-qiu. Study on the influence of variation of water content on shear strength of slip zone soil by triaxial test[C]//Geological Society of China. Proceedings of the 7th National Engineering Geological Congress. Beijing: Geological Society of China, 2004: 6.
    [23]
    吴玮江, 王念秦.甘肃滑坡灾害[M].兰州:兰州大学出版社, 2006.

    WU Wei-jiang, WANG Nian-qin. Landslide hazard of Gansu[M]. Lanzhou: Lanzhou University Press, 2006.
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