Volume 29 Issue 2
Apr.  2023
Turn off MathJax
Article Contents
SHI Xuelei, HAN Xudong, YANG Xiuyuan, et al., 2023. Factors inducing the Xigouwan landslide in the Three Gorges Reservoir area and the influence of antecedent precipitation. Journal of Geomechanics, 29 (2): 253-263. DOI: 10.12090/j.issn.1006-6616.2022049
Citation: SHI Xuelei, HAN Xudong, YANG Xiuyuan, et al., 2023. Factors inducing the Xigouwan landslide in the Three Gorges Reservoir area and the influence of antecedent precipitation. Journal of Geomechanics, 29 (2): 253-263. DOI: 10.12090/j.issn.1006-6616.2022049

Factors inducing the Xigouwan landslide in the Three Gorges Reservoir area and the influence of antecedent precipitation

doi: 10.12090/j.issn.1006-6616.2022049
Funds:

the National Key Research and Development Program of China 2019YFC1509702

the Public Welfare Project of the China Geological Survey DD20190715

the Public Welfare Project of the China Geological Survey DD20221813

More Information
  • Received: 2022-04-24
  • Revised: 2022-10-10
  • Accepted: 2022-11-07
  • Available Online: 2022-12-02
  • Monitoring data over the years have shown that seasonal rainfall and reservoir level changes have always accompanied the accelerated deformation of the Xigouwan landslide, which makes it difficult to identify the dominant triggering factors of landslide deformation and poses a challenge to risk analysis. Given this, this paper analyzed the correlation between the daily deformation rate of the active and inactive areas in the Xigouwan landslide and rainfall, reservoir level, and the change rate of reservoir level by applying the attribute reduction algorithm of the neighborhood rough set model. The calculation results showed that the deformation in the active area was mainly affected by the rainfall in the past seven days. It was also related to the short-term change rate of reservoir water level in some ways. The weak deformation in the inactive area was related to the change rate of reservoir water level in the past three days. Then, based on the landslide deformation characteristics, it was further obtained that the average rainfall in the past seven days inducing severe deformation in the active area was about 20 mm. The decline of the reservoir water level influenced its deformation, but the effect was small. The reservoir level change affected the weak deformation in the inactive area with negligible influence, while the weak deformation in the inactive area was mainly influenced by the reservoir level change. Finally, the seepage-mechanics numerical analysis of the Xigouwan landslide reveals the deformation mechanism of the active area under long-duration early rainfall. As the rainfall intensity increased from 1 mm/d to 20 mm/d, the pore water pressure at the bottom of the landslide body gradually increased. The internal reservoir level rose and extended to the active area, which caused the landslide body in the active area to go from a stable state to an under-stable state, leading to large deformation in the active area. In addition, the numerical simulation results further showed that the decline of the reservoir level had little effect on the internal seepage field and the stability in the active area. The reservoir level change greatly influenced the internal seepage field in the inactive area, indicating that the weak deformation in the inactive area was mainly affected by the reservoir level change. The complete analysis results of factors inducing the Xigouwan landslide in this paper can help provide early warning. The average rainfall of 20 mm in the past seven days can be used as one of the early warning thresholds for severe deformation in the active area of the Xigouwan landslide.

     

  • Full-text Translaiton by iFLYTEK

    The full translation of the current issue may be delayed. If you encounter a 404 page, please try again later.
  • loading
  • BISHOP A W, MORGENSTERN N, 1960. Stability coefficients for earth slopes[J]. Géotechnique, 10(4): 129-153. doi: 10.1680/geot.1960.10.4.129
    DAI Z W, YIN Y P, WEI Y J, et al., 2016. Deformation and failure mechanism of Outang landslide in Three Gorges Reservoir area[J]. Journal of Engineering Geology, 24(1): 44-55. (in Chinese with English abstract)
    GEO-SLOPE International Ltd, 2012. Stability modeling and seepage modeling with GeoStudio[M]. Calgary, Alberta, Canada.
    GU D M, HUANG D, YANG W D, et al., 2017. Understanding the triggering mechanism and possible kinematic evolution of a reactivated landslide in the Three Gorges Reservoir[J]. Landslides, 14(6): 2073-2087. doi: 10.1007/s10346-017-0845-4
    HAN X D, FU J, LI Y Y, et al., 2021. A study of the early identification and risk assessment of the Jiangdingya landslide in Zhouqu county[J]. Hydrogeology & Engineering Geology, 48(6): 180-186. (in Chinese with English abstract)
    HU Q H, YU D R, LIU J F, et al., 2008. Neighborhood rough set based heterogeneous feature subset selection[J]. Information Sciences, 178(18): 3577-3594. doi: 10.1016/j.ins.2008.05.024
    HU X L, WU S S, ZHANG G C, et al., 2021. Landslide displacement prediction using kinematics-based random forests method: a case study in Jinping Reservoir Area, China[J]. Engineering Geology, 283: 105975. doi: 10.1016/j.enggeo.2020.105975
    HUANG D, KUANG X B, LUO S L, 2019. A study of the deformation characteristics and reactivation mechanism of the Outang landslide near the Three Gorges Reservoir of China[J]. Hydrogeology & Engineering Geology, 46(5): 127-135. (in Chinese with English abstract)
    HUANG D, LUO S L, ZHONG Z, et al., 2020. Analysis and modeling of the combined effects of hydrological factors on a reservoir bank slope in the Three Gorges Reservoir area, China[J]. Engineering Geology, 279: 105858. doi: 10.1016/j.enggeo.2020.105858
    JANBU N, 1954. Application of composite slip surface for stability analysis[C]. Proceedings of European conference on stability of earth slopes, 3: 43-49.
    LI D, JIANG Y, BAO Y W Y, 2020. Attribute reduction of variable precision neighborhood rough sets based on attribute quality[J]. Journal of Sichuan Normal University (Natural Science), 43(4): 560-568. (in Chinese with English abstract)
    LI Y, UTILI S, MILLEDGE D, et al., 2021. Chasing a complete understanding of the failure mechanisms and potential hazards of the slow moving Liangshuijing landslide[J]. Engineering Geology, 281: 105977. doi: 10.1016/j.enggeo.2020.105977
    MORGENSTERN N R, PRICE V E, 1965. The analysis of the stability of general slip surfaces[J]. Géotechnique, 15(1): 79-93. doi: 10.1680/geot.1965.15.1.79
    PAWLAK Z, 2002. Rough sets and intelligent data analysis[J]. Information Sciences, 147(1-4): 1-12. doi: 10.1016/S0020-0255(02)00197-4
    RAO H, WANG J S, ZHAO Z M, et al., 2021. An analysis of rainfall infiltration of expansive soil slope based on the finite element software custom constitutive model[J]. Hydrogeology & Engineering Geology, 48(1): 154-162. (in Chinese with English abstract)
    SHANG M, LIAO F, MA R, et al., 2021. Quantitative correlation analysis on deformation of Baijiabao landslide between rainfall and reservoir water level[J]. Journal of Engineering Geology, 29(3): 742-750. (in Chinese with English abstract)
    SHENG K, BIAN X F, DONG H, et al., 2020. Attribute reduction of mixed data based on neighborhood rough set combination metrics[J]. Computer Applications and Software, 37(2): 234-239. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-386x.2020.02.036
    SONG K, WANG F W, YI Q L, et al., 2018. Landslide deformation behavior influenced by water level fluctuations of the Three Gorges Reservoir (China)[J]. Engineering Geology, 247: 58-68. doi: 10.1016/j.enggeo.2018.10.020
    TAN L Y, HUANG R Q, FENG X L, et al., 2020. Monitoring features and induced mechanism analysis of typical landslide in Three Gorges Reservoir area of Chongqing[J]. Geological Review, 66(S1): 171-174. (in Chinese with English abstract)
    TAN L Y, HUANG R Q, PEI X J, 2021. Deformation characteristics and inducing mechanisms of a super-large bedding rock landslide triggered by reservoir water level decline in Three Gorges Reservoir area[J]. Chinese Journal of Rock Mechanics and Engineering, 40(2): 302-314. (in Chinese with English abstract)
    TANG H M, WASOWSKI J, JUANG C H, 2019a. Geohazards in the three Gorges Reservoir Area, China-Lessons learned from decades of research[J]. Engineering Geology, 261: 105267. doi: 10.1016/j.enggeo.2019.105267
    TANG M G, XU Q, YANG H, et al., 2019b. Activity law and hydraulics mechanism of landslides with different sliding surface and permeability in the Three Gorges Reservoir Area, China[J]. Engineering Geology, 260: 105212. doi: 10.1016/j.enggeo.2019.105212
    WANG H Q, FENG C J, QI B S, et al., 2020. Analysis of the stability of the Lisizhuang landslide in Shunping County, Hebei Province[J]. Journal of Geomechanics, 26(4): 595-603. (in Chinese with English abstract)
    XIANG L, WANG S M, WANG L, 2014. Response of typical hydrodynamic pressure landslide to reservoir water level fluctuation: Shuping landslide in Three Gorges Reservoir as an Example[J]. Journal of Engineering Geology, 22(5): 876-882. (in Chinese with English abstract)
    XIN P, WANG T, LIU J M, et al., 2022. The geological structure and sliding mode of the slopes in the Yigong landslide source area, Tibet[J]. Journal of Geomechanics, 28(6): 1012-1023.
    XU B, 2019. Research on heuristic attribute reduction algorithm for neighbourhood rough set[D]. Chengdu: Sichuan Normal University. (in Chinese with English abstract)
    YAN G Q, YI W, TONG S A, et al., 2018. Stability analysis prediction and deformation mechanism of Baijiabao landslide in Three Gorges Reservoirs Area[J]. Bulletin of Science and Technology, 34(5): 29-34. (in Chinese with English abstract)
    YAN J K, HUANG J B, LI H L, et al., 2020. Study on instability mechanism of shallow landslide caused by typhoon and heavy rain[J]. Journal of Geomechanics, 26(4): 481-491. (in Chinese with English abstract)
    YANG X L, CHEN H M, LI T R, et al., 2021. Neighborhood rough sets with distance metric learning for feature selection[J]. Knowledge-Based Systems, 224: 107076. doi: 10.1016/j.knosys.2021.107076
    YAO W M, LI C D, ZUO Q J, et al., 2019. Spatiotemporal deformation characteristics and triggering factors of Baijiabao landslide in Three Gorges Reservoir region, China[J]. Geomorphology, 343: 34-47. doi: 10.1016/j.geomorph.2019.06.024
    ZHANG C Y, YIN Y P, YAN H, et al., 2021a. Reactivation characteristics and hydrological inducing factors of a massive ancient landslide in the three Gorges Reservoir, China[J]. Engineering Geology, 292: 106273. doi: 10.1016/j.enggeo.2021.106273
    ZHANG K, ZHANG K, BAO R, et al., 2021. Intelligent prediction of landslide displacements based on optimized empirical mode decomposition and K-Mean clustering[J]. Rock and Soil Mechanics, 42(1): 211-223 (in Chinese with English abstract).
    ZHANG X Y, FAN Y R, Yang J L, 2021b. Feature selection based on fuzzy-neighborhood relative decision entropy[J]. Pattern Recognition Letters, 146: 100-107. doi: 10.1016/j.patrec.2021.03.001
    ZHAO N H, HU B, YAN E C, et al., 2019. Research on the creep mechanism of Huangniba landslide in the Three Gorges Reservoir Area of China considering the seepage-stress coupling effect[J]. Bulletin of Engineering Geology and the Environment, 78(6): 4107-4121. doi: 10.1007/s10064-018-1377-4
    ZHENG W B, LI J J, HE Q H, 2019. Attribute reduction algorithm for neighborhood rough sets with variable precision based on attribute importance[J]. Computer Science, 46(12): 261-265. (in Chinese with English abstract)
    ZHU W, WANG K W, WEI D, et al., 2017. Qualitative and quantitative analysis of deformation influencing factors of Baijiabao landslide[J]. Journal of China Three Gorges University (Natural Sciences), 39(5): 6-11. (in Chinese with English abstract)
    代贞伟, 殷跃平, 魏云杰, 等, 2016. 三峡库区藕塘滑坡变形失稳机制研究[J]. 工程地质学报, 24(1): 44-55. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201601008.htm
    韩旭东, 付杰, 李严严, 等, 2021. 舟曲江顶崖滑坡的早期判识及风险评估研究[J]. 水文地质工程地质, 48(6): 180-186. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG202106020.htm
    黄达, 匡希彬, 罗世林, 2019. 三峡库区藕塘滑坡变形特点及复活机制研究[J]. 水文地质工程地质, 46(5): 127-135. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201905018.htm
    李冬, 蒋瑜, 鲍杨婉莹, 2020. 基于属性质量度的变精度邻域粗糙集属性约简[J]. 四川师范大学学报(自然科学版), 43(4): 560-568. https://www.cnki.com.cn/Article/CJFDTOTAL-SCSD202004023.htm
    饶鸿, 王金淑, 赵志明, 等, 2021. 基于有限元软件自定义本构模型的膨胀土边坡降雨入渗分析[J]. 水文地质工程地质, 48(1): 154-162.
    尚敏, 廖芬, 马锐, 等, 2021. 白家包滑坡变形与库水位、降雨相关性定量化分析研究[J]. 工程地质学报, 29(3): 742-750.
    盛魁, 卞显福, 董辉, 等, 2020. 基于邻域粗糙集组合度量的混合数据属性约简算法[J]. 计算机应用与软件, 37(2): 234-239.
    谭淋耘, 黄润秋, 冯晓亮, 等, 2020. 三峡重庆库区典型滑坡监测特征与诱发机制[J]. 地质论评, 66(S1): 171-174.
    谭淋耘, 黄润秋, 裴向军, 2021. 库水位下降诱发的特大型顺层岩质滑坡变形特征与诱发机制[J]. 岩石力学与工程学报, 40(2): 302-314. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202102007.htm
    王惠卿, 丰成君, 戚帮申, 等, 2020. 河北省顺平县李思庄滑坡稳定性分析[J]. 地质力学学报, 26(4): 595-603. doi: 10.12090/j.issn.1006-6616.2020.26.04.052
    向玲, 王世梅, 王力, 2014. 动水压力型滑坡对库水位升降作用的响应: 以三峡库区树坪滑坡为例[J]. 工程地质学报, 22(5): 876-882.
    辛鹏, 王涛, 刘甲美, 等, 2022. 西藏易贡滑坡源区坡体赋存的地质结构及其滑动模式[J]. 地质力学学报, 28(6): 1012-1023. doi: 10.12090/j.issn.1006-6616.2022072
    徐波, 2019. 邻域粗糙集的启发式属性约简算法研究[D]. 成都: 四川师范大学.
    闫国强, 易武, 童时岸, 等, 2018. 三峡库区白家包滑坡变形机理及稳定性分析预测[J]. 科技通报, 34(5): 29-34.
    闫金凯, 黄俊宝, 李海龙, 等, 2020. 台风暴雨型浅层滑坡失稳机理研究[J]. 地质力学学报, 26(4): 481-491. doi: 10.12090/j.issn.1006-6616.2020.26.04.041
    张凯, 张科, 保瑞, 等, 2021. 基于优化经验模态分解和聚类分析的滑坡位移智能预测研究[J]. 岩土力学, 42(1): 211-223. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202101024.htm
    郑文彬, 李进金, 何秋红, 2019. 基于属性重要度的变精度邻域粗糙集属性约简算法[J]. 计算机科学, 46(12): 261-265. https://www.cnki.com.cn/Article/CJFDTOTAL-JSJA201912039.htm
    朱伟, 王孔伟, 魏东, 等, 2017. 白家包滑坡变形影响因素定性及定量分析[J]. 三峡大学学报(自然科学版), 39(5): 6-11.
  • 加载中

Catalog

    Figures(12)  / Tables(2)

    Article Metrics

    Article views (577) PDF downloads(116) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return