The method for determining the position of sliding surface of landslide with “r”type inclinometer curve
CHEN Hao1,2,WU Honggang1
(1. Northwest Research Institute Co. Ltd. of CREC,Lanzhou,Gansu 730070,China;2. College of Civil Engineering,Lanzhou University of Technology,Lanzhou,Gansu 730070,China)
Abstract:In the actual deep displacement monitoring,the“r”type inclinometer curve usually takes the maximum displacement mutation point as the position of the sliding surface. However,this method is easily affected by the sensor spacing and the observation scale of the coordinates,and there are problems such as unclear definition of the sliding surface position and numerical uncertainty. In order to overcome these shortcomings and improve the accuracy of slip surface identification,this paper divides the landslide into three parts:sliding body,sliding interval and inactive body,and proposes the theoretical generalization model of landslide with the characteristics of the curve based on the characteristics of the“r”type inclinometer curve. This paper analyzes the characteristics and laws of displacement rate of soil at different depths in the process of landslide movement. It is found that the sliding surface will cause the mutation of displacement rate at this position to form two groups of curve clusters which correspond to sliding body and inactive body respectively. The displacement rate has a step stage along the depth direction,which can accurately distinguish the range between the sliding body and the inactive body,and is conducive to identifying the position of the sliding surface. Further,this paper summarizes the distribution types of discrete points in the step stage,and constructs different mathematical calculation methods. This method can accurately determine the position of sliding surface and improve the reliability and accuracy of deep displacement monitoring,which has great practical value.
陈 浩1,2,吴红刚1. “r”型测斜曲线滑坡滑动面位置确定方法研究[J]. 岩石力学与工程学报, 2023, 42(S1): 3567-3577.
CHEN Hao1,2,WU Honggang1. The method for determining the position of sliding surface of landslide with “r”type inclinometer curve. , 2023, 42(S1): 3567-3577.
[1] 吴香根,夏 阳,邢志会. 深孔位移监测技术在滑坡勘察中的应用[J]. 路基工程,2010,(5):195–197.(WU Xianggen,XIA Yang,XING Zhihui. Application of deep hole displacement monitoring technique in landslide survey[J]. Subgrade Engineering,2010,(5):195–197.(in Chinese))
[2] 张位华,刘 勇,彭小平. 钻孔测斜成果曲线在贵州省晴隆滑坡稳定性判识中的应用[J]. 中国地质灾害与防治学报,2009,20(1):108–112.(ZHANG Weihua,LIU Yong,PENG Xiaoping,et al. Application of borehole deep displacement measuring production curve in stability discrimination of Qinglong landslide[J]. The Chinese Journal of Geological Hazard and Control,2009,20(1):108–112.(in Chinese))
[3] 焦龙进,李 磊,姜德民. 滑坡勘查中滑动面判定方法分析[J]. 安全质量,2019,46(11):134–135.(JIAO Longjin,LI Lei,JIANG Demin. Simple Analysis of sliding surface determination method in landslide exploration[J]. Safety and Quality,2019,46(11):134–135.(in Chinese))
[4] 靳晓光,李晓红,王兰生,等. 滑坡深部位移曲线特征及稳定性判识[J]. 山地学报,2000,18(5):440–444.(JIN Xiaoguang,LI Xiaohong,WANG Lansheng,et al. Deep displacement curve characteristics and stability identification of landslide[J]. Journal of Mountain Science,2000,18(5):440–444.(in Chinese))
[5] 靳晓光. 山区公路建设中的岩土工程监测与信息化控制[博士学位论文[D]. 成都:成都理工大学,2000.(JIN Xiaoguang. Geotechnical engineering monitoring and information controlling in intermontane highway construction[Ph. D. Thesis][M]. Chengdu:Chengdu University of Technology,2000.(in Chinese))
[6] 孙志斌,杨小礼. 基于深部位移的边坡滑动特征分析[J]. 长沙理工大学学报:自然科学版,2010,7(2):43–47.(SUN Zhibin,YANG Xiaoli. Sliding characteristics analysis of land slide based on the deep displacement[J]. Journal of Changsha University of Science and Technology:Natural Science,2010,7(2):43–47.(in Chinese))
[7] 梁龙龙,杨 军,安孟康. 深孔监测在考塘滑坡治理中的应用[J]. 路基工程,2008,(5):201–203.(LIANG Longlong,YANG Jun,AN Mengkang. Application of deep hole monitoring in control of Kaotang landslide[J]. Subgrade Engineering,2008,(5):201–203.(in Chinese))
[8] 叶 咸,高 瑜,李 果,等. 滑坡深部位移监测孔合位移计算与分析[J]. 公路,2020,(10):5–10.(YE Xian,GAO Yu,LI Guo,et al. Calculation and analysis of hole closure displacement of landslide deep displacement monitoring[J]. Highway,2020,(10):5–10.(in Chinese))
[9] 陈 贺,李亚军,房 锐,等. 滑坡深部位移监测新技术及预警预报研究[J]. 岩石力学与工程学报,2015,34(增2):4 063–4 070. (CHEN He,LI Yajun,FANG Rui,et al. A novel technique for monitoring deep displacement and early-warning of landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.2):4 063–4 070.(in Chinese))
[10] 徐邦栋. 滑坡分析与防治[M]. 北京:中国铁道出版社,2001:81–142.(XU Bangdong. Landslide analysis and prevention[M]. Beijing:China Railway Press,2001:81–142.(in Chinese))
[11] 董秀军,许 强,唐 川,等. 滑坡位移–时间曲线特征的物理模拟试验研究[J]. 工程地质学报,2015,23(3):401–407.(DONG Xiujun,XU Qiang,TANG Chuan,et al. Characteristics of landslide displacement-time curve by physical simulation experiment[J]. Journal of Engineering Geology,2015,23(3):401–407.(in Chinese))
[12] 靳晓光,王兰生,李晓红. 滑坡滑动面位置的确定及超前预测[J]. 中国地质灾害与防治学报,2001,12(1):10–12.(JIN Xiaoguang,WANG LANsheng,LI Xiaohong. Determination and advance prediction of landslide sliding surface position[J]. The Chinese Journal of Geological Hazard and Control,2001,12(1):10–12.(in Chinese))
[13] 陈开圣,彭小平. 测斜仪在滑坡变形监测中的应用[J]. 岩土工程技术,2006,20(1):39–41.(CHEN Kaisheng,PENG Xiaoping. Applications of inclinometer in monitoring deformations of landslide[J]. Geotechnical Engineering Technique,2006,20(1):39–41.(in Chinese))
[14] 宁国民,李 兵. 滑坡滑动面方程多项式拟合[J]. 安全与环境工程,2003,10(1):42–45.(NING Guomin,LI Bing. Polynomial fitting of landslide sliding surface equation[J]. Safety and Environmental Engineering,2003,10(1):42–45.(in Chinese))
[15] 胡瑞林,王珊珊. 滑坡滑面(带)的辩识[J]. 工程地质学报,2010,18(1):35–40.(HU Ruilin,WANG Shanshan. Main features and identification method of sliding-surfaces in soil and rock slopes[J]. Journal of Engineering Geology,2010,18(1):35–40.(in Chinese))
[16] SONG J, FAN Q G,FENG T G,et al. A multi-block sliding approach to calculate the permanent seismic displacement of slopes[J]. Engineering Geology,2019,255(18):48–58.
[17] 李守定,李 晓,吴 疆,等. 大型基岩顺层滑坡滑带形成演化过程与模式[J]. 岩石力学与工程学报,2007,26(12):2 473–2 480.(LI Shouding,LI Xiao,WU Jiang,et al. Evolution process and pattern of sliding zone in large consequent bedding rock landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(12):2 473– 2 480.(in Chinese))
[18] 黄秋香,汪家林,邓建辉. 基于多点位移计监测成果的坡体变形特征分析[J]. 岩石力学与工程学报,2009,28(增1):2 667–2 673. (HUANG Qiuxiang,WANG Jialin,DENG Jianhui. Slope deformation character analysis based on monitoring results of mutiple multi-point borehole extensometer[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1):2 667–2 673.(in Chinese))
[19] 林灿阳,魏土荣. 边坡深孔监测位移曲线异常的原因分析及纠正措施[J]. 路基工程,2014,(5):175–180.(LIN Canyang,WEI Turong. Analysis of typical displacement curve of slope deep monitoring[J]. Subgrade Engineering,2014,(5):175–180.(in Chinese))
[20] 许 强. 滑坡的变形破坏行为与内在机理[J]. 工程地质学报,2012,20(2):145–151.(XU Qiang. Theoretical studies on prediction of landslides using slope deformation process data[J]. Journal of Engineering Geology,2012,20(2):145–151.(in Chinese))
[21] CROSTA G B, AGLIARDI F. How to obtain alert velocity thresholds for large rockslides[J]. Physics and Chemistry of the Earth,2002,27(36):1 557–1 565.
[22] 朱赛楠,魏英娟,王 平,等. 大型单斜层状基岩滑坡变形特征与失稳机制研究——以重庆石柱县龙井滑坡为例[J]. 岩石力学与工程学报,2021,40(4):739–750.(ZHU Sainan,WEI Yingjuan,WANG Ping,et al. Research on deformation characteristics and instability mechanisms of large monoclinal layered bedrock landslides:a case study of the Longjing landslide in Shizhu county,Chongqing[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(4):739–750.(in Chinese))
[23] LIN C G,LIN M L. 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(30):172–187.
[24] ZHANG S L,ZHU Z H,QI S H,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,2018,15:2 061–2 073.