Probabilistic Model for Prediction of Seismic Landslide Travel Distance

LU Meng

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Probabilistic Model for Prediction of Seismic Landslide Travel Distance

更新时间：2025-09-25

- Probabilistic Model for Prediction of Seismic Landslide Travel Distance
- Issue 1, Pages: 92-99(2020)
- 作者机构：
  
  同济大学土木工程学院,上海,200092
- 作者简介：
- 基金信息：
- DOI：
  CLC： P642.22
- Published：2020
- 稿件说明：
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陆盟,张洁,文思成.地震作用下滑坡水平运动距离概率预测模型∗[J].防灾减灾工程学报,2020,(1):92-99

LU Meng. Probabilistic Model for Prediction of Seismic Landslide Travel Distance[J]. 2020, (1): 92-99.
陆盟,张洁,文思成.地震作用下滑坡水平运动距离概率预测模型∗[J].防灾减灾工程学报,2020,(1):92-99 DOI：

LU Meng. Probabilistic Model for Prediction of Seismic Landslide Travel Distance[J]. 2020, (1): 92-99. DOI：

摘要

地震诱发滑坡失稳是一种常见的地质灾害。如何预测地震作用下滑坡的水平运动距离对该地质灾害的防治具有重要作用。现有经验预测模型存在不能区分有阻碍滑坡和无阻碍滑坡，依据的案例较少且只能提供滑坡水平运动距离的最优估计值而无法提供其预测误差的局限。针对上述不足，首先建立包含380个案例的地震滑坡水平运动距离案例库，基于最大似然法原理，提出可同时考虑有阻碍滑坡和无阻碍滑坡的地震滑坡运动距离经验模型标定方法。单因素回归分析表明，地震作用下滑坡水平运动距离与滑坡垂直运动距离和滑坡体积具有较高的相关性，与滑坡倾角和滑坡表面长宽比相关性较小。在此基础上，通过逐步回归的方法建立滑坡水平运动距离的多因素预测模型。案例分析表明，提出的模型具有较高的预测精度。提出的地震作用下滑坡水平运动距离预测模型可为地震滑坡危险性评价提供参考。

Abstract

Seismic landslide is a common geological hazard. The prediction of seismic landslide travel distance is essential for the prevention and control of geological hazards. The current existing empirical prediction models could not distinguish between hindered and unhindered landslides and had fewer cases. Additionally

these models could only provide the optimal estimation of the horizontal motion distance of landslides without relative error. In view of the above shortcomings

this paper firstly established a database of 380 cases about seismic landslides travel distance. Applying the maximum likelihood method

a calibration method of seismic landslides travel distance empirical model considering both hindered and unhindered landslides were developed. Single factor regression analysis showed that the seismic landslide horizontal travel distance was highly correlated with the vertical sliding distance and volume of the landslide

but less correlated with the slope angle and the aspect ratio of the landslide surface. Based on the results

multi-factor prediction models of seismic landslide horizontal travel distance were established by a stepwise regression method. Cases analysis demonstrated that the proposed model has a higher prediction accuracy. The proposed prediction model of seismic landslide horizontal travel distance could provide references for seismic landslide risk assessment.

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references

詹威威,黄润秋,裴向军,等.沟道型滑坡-碎屑流运动距离经验预测模型研究[J].工程地质学报,2017,25(1):154-163. Zhan W W,Huang R Q,Pei X J,et al.Empirical prediction model for movement distance of channel landslide-clastic flow[J].Journal of Engineering Geology.2017,25(1):154-163.(in Chinese)

Scheidegger A E.On the prediction of the reach and velocity of catastrophic landslides[J].Rock Mechanics and Rock Engineering,1973,5(4):231-236.

Hungr O,McDougall S.Two numerical models for landslide dynamic analysis[J].Computers and Geosciences,2009,35(5):978-992.

吴钟腾,叶龙珍,郑之望,等.基于运动学原理的滑坡运动距离预测方法研究[J].工程地质学报,2016,24(增1):673-680. Wu Zh T,Ye L Zh,Zheng Zh W,et al.Study on prediction method of landslide movement distance based on kinematics principle[J].Journal of Engineering Geology,2016,24(Sup l):673-680.(in Chinese)

王克鲁,宋惠珍,刘慧敏.中国地震震害特征及其意[J].地震地质，1983,5(1):59-69. Wang K L,Song H Zh,Liu H M.The earthquake damage characteristics of China and significance[J].Seismological Geology,1983,5(1):59-69.(in Chinese)

Lee J H,Sassa K.A study on the apparent friction angle mobilized during the undrained loading in long run-out landslides[J].Bulletin of the Disaster Prevention Research Institute.1996,45(4):99-124.

辛鸿博,王余庆.边坡地震崩滑及其初判准则[J].岩土工程学报,1999,21(5):591-594. Xin H B,Wang Y Q.Slope seismic slip and its preliminary judgment criterion[J].Journal of Geotechnical Engineering,1999,21(5):591-594.(in Chinese)

Budetta P,Riso R D.The mobility of some debris flows in pyroclastic deposits of the northwestern Campanian region(southern Italy)[J].Bulletin of Engineering Geology and the Environment，2004,63(4):293-302.

黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007,26(3):433-454. Huang R Q.Large-scale landslide and pathogenesis in China since twentieth century[J].Journal of Rock Mechanics and Engineering,2007,26(3):433-454.(in Chinese)

Devoli G,Blasio F V D,Elverhoi A,et al.Statistical analysis of landslide events in central America and run-out distance[J].Geotechnical and Geological Engineering,2009,27(1):23-42.

李秀珍,孔纪名.“5.12”汶川地震诱发滑坡的滑动距离预测[J].四川大学学报(工程科学版)，2010,42(5):243-249. Li X Zh,Kong J M.Prediction of sliding distance of landslides induced by “5.12” Wenchuan earthquake[J].Journal of Sichuan University(Engineering Science Edition)，2010,42(5):243-249.(in Chinese)

樊晓一.地震与非地震诱发滑坡的运动特征对比研究[J].岩土力学,2010,31(2):31-37. Fan X Y.A comparative study of motion characteristics of landslides between earthquakes and non-earthquakes[J].Geotechnical Mechanics，2010,31(2):31-37.(in Chinese)

周建.典型滑坡危险度预测的距离判别分析模型[J].长江科学院院报，2010,27(7):17-21. Zhou J.Distance discriminant analysis model for prediction of typical landslide risk[J].Journal of Yangtze Academy of Sciences，2010,27(7):17-21.(in Chinese)

樊晓一,乔建平,韩萌,等.灾难性地震和降雨滑坡的体积与运动距离研究[J].岩土力学,2012,33(10):3 051-3 058. Fan X Y,Qiao J P,Han M,et al.Study on volume and movement distance of catastrophic earthquakes and rainfall landslides[J].Geotechnical Mechanics，2012,33(10):3 051-3 058.(in Chinese)

樊晓一,黄润秋,乔建平,等.未受河流阻止的滑坡水平运动距离与滑坡堵江判别[J].水文地质与工程地质,2014,41(1):128-133. Fan X Y,Huang R Q,Qiao J P,et al.Distance of horizontal movement of landslides not blocked by rivers and discrimination of landslides blocking rivers[J].Hydrogeology and Engineering Geology,2014,41(1):128-133.(in Chinese)

樊晓一,冷晓玉,段晓东.坡脚型与偏转型地震滑坡运动距离及地形因素影响[J].岩土力学，2015,36(5):1 380-1 388. Fan X Y,Leng X Y,Duan X D.The movement distance between slope foot type and transition earthquake landslide and the influence of topographic factors[J].Geotechnical Mechanics,2015,36(5):1 380-1 388.(in Chinese)

孟华君,姜元俊,张树轩,等.汶川地震前后都江堰山区滑坡滑动距离影响因素变化分析[J].地质力学学报，2017,23(6):904-912. Meng H J,Jiang Y J,Zhang Sh X,et al.Analysis on the influence factors of landslide sliding distance in Dujiangyan mountain area before and after Wenchuan earthquake[J].Journal of Geomechanics，2017,23(6):904-912.(in Chinese)

崔鹏.汶川地震山地灾害形成机理与风险控制[M].北京：科学出版社,2011. Cui P.Formation mechanism and risk control of mountain disasters caused by Wenchuan earthquake [M].Beijing:Science Press,2011.(in Chinese)

殷跃平.汶川八级地震地质灾害研究[J].工程地质学报,2008,16(4):433-444. Yin Y P.Study on Geological hazards of Wenchuan M8 earthquake[J].Journal of Engineering Geology,2008,16(4):433-444.(in Chinese)

张永双,石菊松,孙萍,等.汶川地震内外动力耦合及灾害实例[J].地质力学学报,2009,15(2):131-141. Zhang Y Sh,Shi J S,Sun P,et al.Inside and outside dynamic coupling and disaster examples of Wenchuan earthquake[J].Journal of Geomechanics,2009,15(2):131-141.(in Chinese)

许强.汶川地震大型滑坡研究[M].北京：科学出版社,2009:412. Xu Q.Study on large-scale landslides in Wenchuan earthquake[M].Beijing:Science Press,2009:412.(in Chinese)

Zhang S,Zhang L M,Xiang B,et al.Travel distances of earthquake-induced landslides[C]∥Stability and performance of slopes and embankments III.Washington D C:ASCE Press,2013,991-1 001.

王运生,罗永红,吉峰,等.汶川大地震山地灾害发育的控制因素分析[J].工程地质学报,2008,16(6):41-45. Wang Y Sh,Luo Y H,Ji F,et al.Analysis of control factors of mountain disaster development in Wenchuan earthquake[J].Journal of Engineering Geology,2008,16(6):41-45.(in Chinese)

辛鹏,吴树仁,杨为民,等.陕西省麟游县丈八乡滑坡群的形成机理与堰塞湖危险性评价[J].地质通报,2009,28(8):1 085-1 092. Xin P,Wu Sh R,Yang W M,et al.Formation mechanism of landslide group and risk assessment of barrier lake in Zhangbaxiang,Linyou County,Shaanxi Province[J].Geological Bulletin of China,2009,28(8):1 085-1 092.(in Chinese)

曾超,李曙平,李群.地震灾区公路滑坡发育特征及形成机理分析[J].公路工程,2009,34(3):143-146. Zeng Ch,Li Sh P,Li Q.Development characteristics and formation mechanism of highway landslides in earthquake-stricken areas[J].Highway Engineering,2009,34(3):143-146.(in Chinese)

Guo D,Hamada M,He C,et al.An empirical model for landslide travel distance prediction in Wenchuan earthquake area[J].Landslides,2014,11(2):281-291.

Basharat M,Rohn J.Effects of volume on travel distance of mass movements triggered by the 2005 Kashmir earthquake,in the Northeast Himalayas of Pakistan[J].Natural Hazards,2015,77(1):1-20.

Lagmay A M A,Ong J B T,Dan F D F,et al.Scientists investigate recent Philippine landslide[J].Eos Transactions American Geophysical Union,2006,87(12):121-124.

Mcsaveney M J.Chapter 6?sherman glacier rock avalanche,Alaska,USA[J].Developments in Geotechnical Engineering，1978,14(Part A):197-258.

Trunk F J,Dent J D,Lang T E.Computer modeling of large rock [J].Journal of Geotechnical Engineering,1986,112(3):348-360.

Qi S,Xu Q,Zhang B,et al.Source characteristics of long run out rock avalanches triggered by the 2008 Wenchuan earthquake,China[J].Journal of Asian Earth Sciences,2011,40(4):896-906.

Robert I.Kabacoff.R in Action[M].Beijing:Posts and Telecommunications Press,2016:190-191.

Chigira M,Yagi H.Geological and geomorphological characteristics of landslides triggered by the 2004 Mid-Niigta prefecture earthquake in Japan[J].Engineering Geology,2006,82(4):202-221.

Chen R F,Chan Y C,Angelier J,et al.Large earthquake-triggered landslides and mountain belt erosion:the Tsaoling case,Taiwan[J].Comptes Rendus Geoscience,2005,337(13):1 164-1 172.

Shou K J,Wang C F.Analysis of the Chiufengershan landslide triggered by the 1999 Chi-Chi earthquake in Taiw[J].Engineering Geology,2003,68(3/4):237-250.

Panek T,Hradecky J,Silhan K.Geomorphic evidence of ancient catastrophic flow type landslides in the midmountain ridges of the Western Flysch Carpathian Mountains(Czech Republic)[J].International Journal of Sediment Research,2009,24(1):88-98.

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