Collapse and Remediation of Vrhole Landslide

被引:1
|
作者
Galuf, Sasa [1 ]
Jovicic, Vojkan [1 ]
机构
[1] IRGO Consulting Doo, Slovenceva 93, Ljubljana 1000, Slovenia
来源
ADVANCING CULTURE OF LIVING WITH LANDSLIDES, VOL 3: ADVANCES IN LANDSLIDE TECHNOLOGY | 2017年
关键词
Landslide; Collapse; Remediation measures; Anchored pile wall; Gravity wall;
D O I
10.1007/978-3-319-53487-9_63
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The first signs of instability of a 20 m high cut, which was executed during the construction of Ljubljana-Maribor motorway in the nighties, were observed in 2010. On the bottom of the cut, next to the shoulder of the motorway, there was distinguished ground heaving while some 2 m deep cracks appeared on the body of the sliding mass. Approximately 100 m wide landslide was formed endangering the traffic on the motorway. A comprehensive site investigation was carried out in 2011, which included measurement of movements and the installation of the set of piezometers and inclinometers. Based on the contemporaneous state of the landslide and the results of site investigation the design of the remediation was carried out. The design, which comprised a 100 m long pile wall and deep drainage, was never applied in practice. During the night in the spring in 2013 the landslide collapsed and the debris covered all three lanes of the motorway in Ljubljana direction. Fortunately, the maintenance services were quickly informed and the motorway was immediately closed so that there was no material or human loss resulting from the landslide. The new design of the remedial measures, which conformed to the newly developed boundary conditions, was carried out in 2014. The new design comprised deep drainage and the gravity wall, so that the landslide was fully stabilized during the same year. Geological conditions, the ground model, causes of instability and remedial measures are presented in the paper.
引用
收藏
页码:537 / 544
页数:8
相关论文
共 50 条
  • [41] Paraglacial exposure and collapse of glacial sediment: The 2013 landslide onto Svinafellsjokull, southeast Iceland
    Ben-Yehoshua, Daniel
    Saemundsson, Porsteinn
    Helgason, Jon Kristinn
    Belart, Joaquin M. C.
    Sigurdsson, Jon Vidar
    Erlingsson, Sigurdur
    EARTH SURFACE PROCESSES AND LANDFORMS, 2022, 47 (10) : 2612 - 2627
  • [42] Tendency evaluation of collapse-landslide caused by earthquake based on the erosion cycle theory
    School of Civil Engineering, Southwest Jiaotong Univ, Chengdu
    Sichuan
    610031, China
    不详
    Sichuan
    610031, China
    不详
    Sichuan
    610031, China
    Hunan Daxue Xuebao, 9 (116-123):
  • [43] Typical harbor bank slopes in the Three Gorges reservoir: Landslide and collapse and their stability control
    Yao, Aijun
    Heng, Chaoyang
    Zhang, Zaiming
    Xiang, Ruide
    LANDSLIDES AND ENGINEERED SLOPES: FROM THE PAST TO THE FUTURE, VOLS 1 AND 2, 2008, : 1825 - 1829
  • [44] Feasibility Study of Collapse Remediation of Illinois Loess Using Electrokinetics Technique by Nanosilica and Salt
    Kargar, Pourya
    Osouli, Abdolreza
    Vaughn, Brent
    Hosseini, Arash
    Rostami, Hamid
    FOUNDATIONS, SOIL IMPROVEMENT, AND EROSION (GEO-CONGRESS 2020), 2020, (315): : 667 - 675
  • [45] Collapse episodes and remediation of subsidiary dam under construction of cut-off walls
    Zheng, Lingwei
    Xie, Xinyu
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2019, 172 (02) : 108 - 115
  • [46] Risk Assessment of An Earthquake-Collapse-Landslide Disaster Chain by Bayesian Network and Newmark Models
    Han, Lina
    Ma, Qing
    Zhang, Feng
    Zhang, Yichen
    Zhang, Jiquan
    Bao, Yongbin
    Zhao, Jing
    INTERNATIONAL JOURNAL OF ENVIRONMENTAL RESEARCH AND PUBLIC HEALTH, 2019, 16 (18)
  • [47] Hillside instability in the Tijuana metropolitan area. Analysis of landslide-provoked building collapse
    Oliva Gonzalez, Aldo O.
    Mascareno Jimenez, David
    Alvarez Garcia, Isabel N.
    Gonzalez Nicieza, Celestino
    Alvarez Vigil, Arturo E.
    ENGINEERING FAILURE ANALYSIS, 2014, 46 : 166 - 178
  • [48] Forecasting and mitigating landslide collapse by fusing physics-based and data-driven approaches
    Segui, Carolina
    Veveakis, Manolis
    GEOMECHANICS FOR ENERGY AND THE ENVIRONMENT, 2022, 32
  • [49] Lesson learned from the pre-collapse time series of displacement of the Preonzo landslide (Switzerland)
    Moretto, Serena
    Bozzano, Francesca
    Esposito, Carlo
    Mazzanti, Paolo
    RENDICONTI ONLINE SOCIETA GEOLOGICA ITALIANA, 2016, 41 : 247 - 250
  • [50] Case-study of a quick clay landslide that caused the partial collapse of Mofjellbekken bridges in Norway
    Haugen, S. B.
    Henderson, L. A.
    Amdal, A. M. W.
    LANDSLIDES AND ENGINEERED SLOPES: EXPERIENCE, THEORY AND PRACTICE, VOLS 1-3, 2016, : 1091 - 1097