Volume 41 Issue 2
Mar.  2022
Turn off MathJax
Article Contents
Yang Dengfang, Hu Xinli, Xu Chu, Wang Qiang, Niu Lifei, Zhang Jiehao. Deformation and evolution characteristics of landslides with multiple sliding zones based on physical model test[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 300-308. doi: 10.19509/j.cnki.dzkq.2021.0069
Citation: Yang Dengfang, Hu Xinli, Xu Chu, Wang Qiang, Niu Lifei, Zhang Jiehao. Deformation and evolution characteristics of landslides with multiple sliding zones based on physical model test[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 300-308. doi: 10.19509/j.cnki.dzkq.2021.0069

Deformation and evolution characteristics of landslides with multiple sliding zones based on physical model test

doi: 10.19509/j.cnki.dzkq.2021.0069
  • Received Date: 25 Mar 2021
  • The deformation and evolution characteristics of landslides has always been a key problem to be solved in the field of landslide disaster prediction and prevention, but there are few studies on the deformation evolution characteristics of multiple sliding zone landslides. A physical model of landslides with three sliding zones has been developed to study the whole deformation evolution process of landslides with multiple sliding zones. To realize multiparameter data analysis of multiple sliding zone landslide evolution processes. The displacement data of the slope surface are obtained by PIV technology, and the deep displacement of the landslide is monitored by a flexible inclinometer. At the same time, the soil pressure box is arranged to obtain the change in the internal soil pressure of the landslide. The experimental results show that the failure of multiple sliding zone landslides can be divided into four stages: the initial deformation stage, uniform deformation stage, accelerated deformation stage and failure stage. The main deformation area of the landslide is different in different stages.The deformation of the lower sliding mass gradually develops to shallow depths under the action of gravity and thrust due to the traction of the upper sliding mass. During the deformation process, the stress of the landslide gradually concentrates to the sliding zone, and the landslide thrust presents a multilevel trapezoidal distribution in the direction of depth. During the accelerated deformation stage, the stress at the sliding zone increases rapidly, multilayer stress concentration zones occur in the landslide body, and the thrust change at the sliding zone position is significantly related to the landslide displacement.

     

  • loading
  • [1]
    黄强盛, 尉学勇. 思南东互通管理区大型滑坡变形机理分析与治理措施[J]. 路基工程, 2013, 39(5): 171-175. doi: 10.3969/j.issn.1003-8825.2013.05.042

    Huang Q S, Wei X Y. Analysis of deformation mechanism and treatment measures of large-scale landslide in Sinan east interchange management area[J]. Roadbed Engineering, 2013, 39(5): 171-175(in Chinese with English abstract). doi: 10.3969/j.issn.1003-8825.2013.05.042
    [2]
    于贵. 向家坡大型复杂滑坡的坡体结构和变形机理[J]. 工程勘察, 2009, 37(12): 49-53. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC200912010.htm

    Yu G. Slope structure and deformation mechanism of Xiangjiapo large-scale complex landslide[J]. Engineering Investigation, 2009, 37(12): 49-53(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC200912010.htm
    [3]
    向家松, 文宝萍, 陈明, 等. 结构复杂滑坡活动对库水位变化的响应特征: 以三峡库区柴湾滑坡为例[J]. 水文地质工程地质, 2017, 44(4): 71-77, 84. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201704011.htm

    Xiang J S, Wen B P, Chen M, et al. Response characteristics of complex landslide activities to reservoir water level changes: A case study of Chaiwan landslide in the Three Gorges Reservoir area[J]. Hydrogeology and Engineering Geology, 2017, 44(4): 71-77, 84(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201704011.htm
    [4]
    朱世煜, 王宝军, 施斌, 等. 基于GIS的马家沟滑坡稳定性计算与分区[J]. 工程地质学报, 2014, 22(6): 1187-1193. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201406028.htm

    Zhu S Y, Wang B J, Shi B, et al. GIS-based stability calculation and zoning of Majiagou landslide[J]. Journal of Engineering Geology, 2014, 22(6): 1187-1193(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201406028.htm
    [5]
    胡新丽, 唐辉明, 李长冬, 等. 基于参数反演的保扎滑坡变形破坏机理研究[J]. 工程地质学报, 2011, 19(6): 795-801. doi: 10.3969/j.issn.1004-9665.2011.06.001

    Hu X L, Tang H M, Li C D, et al. Research on deformation and failure mechanism of Baozha landslide based on parameter back analysis[J]. Journal of Engineering Geology, 2011, 19(6): 795-801(in Chinese with English abstr act). doi: 10.3969/j.issn.1004-9665.2011.06.001
    [6]
    邬爱清, 丁秀丽, 李会中, 等. 非连续变形分析方法模拟千将坪滑坡启动与滑坡全过程[J]. 岩石力学与工程学报, 2006, 25(7): 1297-1303. doi: 10.3321/j.issn:1000-6915.2006.07.001

    Wu A Q, Ding X L, Li H Z, et al. The discontinuous deformation analysis method simulates the start of the Qianjiangping landslide and the whole process of the landslide[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(7): 1297-1303(in Chinese with English abstract). doi: 10.3321/j.issn:1000-6915.2006.07.001
    [7]
    Qi S W, Yan F Z, Wang S J, et al. Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River, Hubei Province China[J]. Engineering Geology, 2006, 86(1): 37-51. doi: 10.1016/j.enggeo.2006.04.004
    [8]
    Xie M L, Zhao Z W H, Ju N P, et al. Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China[J]. Engineering Geology, 2020, 277: 105781. doi: 10.1016/j.enggeo.2020.105781
    [9]
    Lin C H, Lin C H. Evolution of the large landslide induced by Typhoon Morakot: A case study in the Butangbunasi River, southern Taiwan using the discrete element method[J]. Engineering Geology, 2015, 197: 172-187. doi: 10.1016/j.enggeo.2015.08.022
    [10]
    Zheng Y, Chen C, Liu T, et al. Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis[J]. Bulletin of Engineering Geology and the Environment, 2018, 77(1): 49-68. doi: 10.1007/s10064-017-1007-6
    [11]
    宋英杰, 陈文强, 李长冬. 抗滑桩加固后边坡稳定性评价与桩位优化研究进展[J]. 安全与环境工程, 2016, 23(5): 43-49, 54. https://www.cnki.com.cn/Article/CJFDTOTAL-KTAQ201605008.htm

    Song Y J, Chen W Q, Li C D. Research progress of the stability evaluation of slope reinforced with stabilizing piles and optimization of plie location[J]. Safety and Environmental Engineering, 2016, 23(5): 43-49, 54(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-KTAQ201605008.htm
    [12]
    黄少平, 晏鄂川, 尹晓萌, 等. 不同临空条件的层状反倾岩质边坡倾倒变形几何特征参数影响规律[J]. 地质科技通报, 2021, 40(1): 159-165. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202101017.htm

    Huang S P, Yan E C, Yin X M, et al. Action law of geometrical characteristics parameters in the anti-dip rock slopes under different free face condition[J]. Bulletin of Geological Science and Technology, 2021, 40(1): 159-165(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202101017.htm
    [13]
    Zhang S, Zhu Z, Qi S, et al. Deformation process and mechanism analyses for a planar sliding in the Mayanpo massive bedding rock slope at the Xiangjiaba Hydropower Station[J]. Landslides, 2018, 15(10): 2061-2073. doi: 10.1007/s10346-018-1041-x
    [14]
    王旋, 胡新丽, 周昌, 等. 基于物理模型试验的滑坡-抗滑桩位移场变化特征[J]. 地质科技通报, 2020, 39(4): 103-108. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202004013.htm

    Wang X, Hu X L, Zhou C, et al. Model on the displacement field characteristics of the landslide stablilizing piles[J]. Bulletin of Geological Science and Technology, 2020, 39(4): 103-108(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202004013.htm
    [15]
    Yang B B, Yin K L, Xiao T, et al. Annual variation of landslide stability under the effect of water level fluctuation and rainfall in the Three Gorges Reservoir, China[J]. Environmental Earth Sciences, 2017, 76(16): 546.
    [16]
    杨涛, 周德培, 罗阳明. 考虑层间作用的多层滑坡分析方法[J]. 岩石力学与工程学报, 2005, 24(7): 1129-1133. doi: 10.3321/j.issn:1000-6915.2005.07.007

    Yang T, Zhou P D, Luo Y M. A new method considering inter-layer interactions for analysis of multi-layers landslide[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(7): 1129-1133(in Chinese with English abstract). doi: 10.3321/j.issn:1000-6915.2005.07.007
    [17]
    尹志光, 俸锦福, 刘腊美, 等. 向家山滑坡机理及稳定性研究[J]. 地下空间与工程学报, 2007, 3(1): 167-171. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200701036.htm

    Yin Z G, Feng J F, Liu L M, et al. Study on the mechanism and stability of Xiangjiashan landslide[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(1): 167-171(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200701036.htm
    [18]
    陈力华, 靳晓光, 刘新荣, 等. 多滑面滑坡稳定性分析[J]. 地下空间与工程学报, 2008, 4(6): 1138-1141. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200806031.htm

    Chen L H, Jin X G, Liu X R, et al. Stability analysis of landslides with multi slip surface[J]. Chinese Journal of Underground Space and Engineering, 2008, 4(6): 1138-1141(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200806031.htm
    [19]
    Lourenco S D N, Sassa K, Fukuoka H. Failure process and hydrologic response of a two layer physical model: Implications for rainfall-induced landslides[J]. Geomorphology, 2005, 73(1): 115-130.
    [20]
    倪卫达, 唐辉明, 胡新丽, 等. 黄土坡临江I号崩滑体变形及稳定性演化规律研究[J]. 岩土力学, 2013, 34(10): 2961-2970. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201310031.htm

    Ni W D, Tang H M, Hu X L, et al. Research on deformation and stability evolution law of Huangtupo riverside slump-mass No. 1[J]. Rock and Soil Mechanics, 2013, 34(10): 2961-2970(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201310031.htm
    [21]
    Fan L, Zhang G C, Li B, et al. Deformation and failure of the Xiaochatou landslide under rapid drawdown of the reservoir water level based on centrifuge tests[J]. Bulletin of Engineering Geology and the Environment, 2017, 76(3): 891-900. doi: 10.1007/s10064-016-0895-1
    [22]
    Song J, Fan Q Q, Feng T G, et al. A multi-block sliding approach to calculate the permanent seismic displacement of slopes[J]. Engineering Geology, 2019, 255: 48-58. doi: 10.1016/j.enggeo.2019.04.012
    [23]
    陈德龙, 杨长明, 王恒. 某岩质滑坡多层滑带勘查方法应用研究[J]. 工程技术研究, 2020, 5(7): 107-108. doi: 10.3969/j.issn.1671-3818.2020.07.048

    Chen D L, Yang C M, Wang H. Research on application of exploration method for multilayer slip zone of a rock landslide[J]. Engineering Technology and Application, 2020, 5(7): 107-108(in Chinese with English abstract). doi: 10.3969/j.issn.1671-3818.2020.07.048
    [24]
    贺可强. 大型堆积层滑坡的多层滑移规律分析[J]. 金属矿山, 1998, 26(7): 15-18. https://www.cnki.com.cn/Article/CJFDTOTAL-JSKS807.004.htm

    He K Q. An analysis on the multilayered slide law of the large-scale accumulative landslides[J]. Metal Mine, 1998, 26(7): 15-18(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-JSKS807.004.htm
    [25]
    夏浩, 雍睿, 马俊伟. 推移式滑坡模型试验推力加载方法的研究[J]. 长江科学院院报, 2015, 32(1): 112-116. doi: 10.3969/j.issn.1001-5485.2015.01.023

    Xia H, Yong R, Ma J W. Method of driving force loading in model test of landslide caused by thrust load[J]. Journal of Yangtze River Scientific Research Institute, 2015, 32(1): 112-116(in Chinese with English abstract). doi: 10.3969/j.issn.1001-5485.2015.01.023
    [26]
    铁道部第二勘测设计院. 抗滑桩设计与计算[M]. 北京: 中国铁道出版社, 1983.

    The Second Survey and Design Institute of the Ministry of Railways. Design and calculation of anti-slide piles[M]. Beijing: China Railway Publishing House, 1983(in Chinese).
    [27]
    曹玲, 罗先启, 程圣国. 千将坪滑坡物理模型试验相似材料研究[J]. 三峡大学学报: 自然科学版, 2007, 29(1): 37-39, 45. https://www.cnki.com.cn/Article/CJFDTOTAL-WHYC200701008.htm

    Cao L, Luo X Q, Cheng S G. Research on similar material of physical model for Qianjiangping landslide[J]. Journzl of China Three Gorges University: Natural Sciences, 2007, 29(1): 37-39, 45(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-WHYC200701008.htm
    [28]
    李瑞林, 石高鹏, 李军. 模型试验土体相似材料关键技术及研究现状[J]. 能源技术与管理, 2012, 18(4): 1-2, 5. doi: 10.3969/j.issn.1672-9943.2012.04.001

    Li R L, Shi G P, Li J. Key technologies and research status of soil-like materials in model tests[J]. Energy Technology and Management, 2012, 18(4): 1-2, 5(in Chinese with English abstract). doi: 10.3969/j.issn.1672-9943.2012.04.001
    [29]
    Baba H O, Peth S. Large scale soil box test to investigate soil deformation and creep movement on slopes by particle image velocimetry(PIV)[J]. Soil and Tillage Research, 2012, 125: 38-43. doi: 10.1016/j.still.2012.05.021
    [30]
    He C C, Hu X L, Tan D D, et al. Response of a landslide to reservoir impoundment in model tests[J]. Engineering Geology, 2018, 247: 84-93. doi: 10.1016/j.enggeo.2018.10.021
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article Views(379) PDF Downloads(73) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return