Slope stability models for rainfall-induced lahars during long-lasting eruptions

被引:19
作者
Baumann, Valerie [1 ]
Bonadonna, Costanza [1 ]
Cuomo, Sabatino [2 ]
Moscariello, Mariagiovanna [2 ]
Manzella, Irene [3 ]
机构
[1] Univ Geneva, Dept Earth Sci, Rue Maraichers 13, CH-1205 Geneva, Switzerland
[2] Univ Salerno, Lab Geotech, Via Giovanni Paolo 2 132, I-84081 Salerno, Italy
[3] Plymouth Univ, Sch Geog Earth & Environm Sci, Plymouth, Devon, England
基金
瑞士国家科学基金会;
关键词
Lahar; Initiation mechanism; SHALSTAB; TRIGRS; Cordon Caulle volcano; PORE-PRESSURE-FLUCTUATIONS; MOUNT ST-HELENS; TRIGGERED LAHAR; MERAPI VOLCANO; DEBRIS FLOWS; CENTRAL [!text type='JAVA']JAVA[!/text; LANDSLIDE; INFILTRATION; EROSION; TEPHRA;
D O I
10.1016/j.jvolgeores.2018.06.018
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
In this study we analyse the spatial distribution of potential lahar sources during long-lasting eruptions using two slope stability models (SHALSTAB and TRIGRS). The analysis is based on observed deposit grain-size and thickness, rainfall data and slope angle of the lahar events, in the area surrounding the Cordon Caulle volcano, Chile, that occurred during the 2011 eruption. The main phase of the eruption (4-7 June) was characterized by eruptive plumes from 7 to 11 km high which dispersed most of the tephra eastward toward Argentina, with a total estimated volume of about 1 km(3). Tephra-fallout blanketed the region from ESE to ENE of the volcano with the thickness of the tephra-fallout layers between approximately 1 m (15 km from vent) and 0.06 m (240 km from the vent). On 10 June 2011, a major lahar occurred close to the Argentina-Chile border that reached the National road 231 (28 km from the vent). Three field campaigns were undertaken to collect samples and data from tephra-fallout deposits and triggering mechanisms in the lahar source area. Model input parameters were obtained from geotechnical tests and field measurements. Several metrics were used for model evaluation and best fit to the data were obtained for simulations considering non-cohesive ash layers for SHALSTAB and a cohesion of 0.5 kPa for TRIGRS. Both models are sensitive to the physical properties of the tephra-fallout deposit and the hydraulic and materiel strength properties of the study area. They both also show good agreement with field data but provide different information: TRIGRS provides an estimate of the timing (based on a storm event) and location of a potentially unstable area, while SHALSTAB simulations result in landslide susceptibility classes based on critical rainfall value. These outcomes provide fundamental insights into lahar triggering during long-lasting volcanic eruptions and are crucial to the compilation of lahar hazard maps and emergency management plans in the South Andes volcanic region. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:78 / 94
页数:17
相关论文
共 50 条
[41]   Aggregate stability in rainfall-induced soil physical crusts on the Loess Plateau, Northwest China [J].
Chen, Lin ;
Xu, Feifei ;
Li, Jiande ;
Yang, Chang ;
Wang, Jian .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2022, 86 (03) :528-539
[42]   Initial insights from a global database of rainfall-induced landslide inventories: the weak influence of slope and strong influence of total storm rainfall [J].
Marc, Odin ;
Stumpf, Andre ;
Malet, Jean-Philippe ;
Gosset, Marielle ;
Uchida, Taro ;
Chiang, Shou-Hao .
EARTH SURFACE DYNAMICS, 2018, 6 (04) :903-922
[43]   A Modified Method for Evaluating the Stability of the Finite Slope during Intense Rainfall [J].
Wei, Xiaoyang ;
Ren, Weizhong ;
Xu, Wenhui ;
Cai, Simin ;
Li, Longwei .
WATER, 2024, 16 (20)
[44]   Modelling the spatio-temporal evolution of a rainfall-induced retrogressive landslide in an unsaturated slope [J].
Cuomo, Sabatino ;
Di Perna, Angela ;
Martinelli, Mario .
ENGINEERING GEOLOGY, 2021, 294
[45]   Numerical analysis of rainfall-induced slope instability using a reduced-scale model [J].
Hamrouni, F. ;
Jamei, M. ;
Alassaf, Y. .
MAGAZINE OF CIVIL ENGINEERING, 2024, 17 (01)
[46]   Analysis of Maximum-Rainfall-Infiltration-Induced Slope Stability Using the Transient Rainfall Infiltration and Grid-based Regional Slope-stability Model in Cililin, West Java']Java, Indonesia [J].
Sugianti, Khori ;
Yunarto ;
Sadisun, Imam A. ;
Kartiko, Rendy D. .
INDONESIAN JOURNAL OF GEOSCIENCE, 2022, 9 (02) :263-278
[47]   Numerical modelling of the application of capillary barrier systems for prevention of rainfall-induced slope instability [J].
Scarfone, Riccardo ;
Wheeler, Simon J. ;
Smith, Colin C. .
ACTA GEOTECHNICA, 2023, 18 (01) :355-378
[48]   Probabilistic prediction of rainfall-induced slope failure using a mechanics-based model [J].
Zhang, J. ;
Huang, H. W. ;
Zhang, L. M. ;
Zhu, H. H. ;
Shi, B. .
ENGINEERING GEOLOGY, 2014, 168 :129-140
[49]   Laboratory Experiment and Numerical Analysis on the Precursory Hydraulic Process of Rainfall-Induced Slope Failure [J].
Park, Joon-Young ;
Song, Young-Suk .
ADVANCES IN CIVIL ENGINEERING, 2020, 2020
[50]   Precipitation data and their uncertainty as input for rainfall-induced shallow landslide models [J].
Yueli Chen ;
Linna Zhao ;
Ying Wang ;
Qingu Jiang ;
Dan Qi .
Frontiers of Earth Science, 2019, 13 :695-704