火山碎屑土中灾难性滑坡的地质特征和失效分析——Bangarnegara–Jemblung滑坡(印度尼西亚)

IF 1.3 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL
I. P. K. Wijaya, W. Straka, M. Mergili, F. Ottner, K. Wriessnig, R. Arndt, Pia Andreatta, C. Zangerl
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引用次数: 1

摘要

Bangarnegara–Jemblung滑坡于2014年12月12日在中爪哇(印度尼西亚)的Jemblung村附近引发。这场灾难发生在古农特拉加莱山北坡,造成100多人死亡,导致印尼发生了过去几十年来最严重的山体滑坡。该事件的特征是多个斜坡破坏形成两个滑坡事件A和B,两个连接的陡崖但两个分离的跳动路径。据目击者称,山体滑坡A在B最初发生故障后仅几分钟就被动员起来。最初,两次山体滑坡都是以滑坡开始的,随后发展成非常迅速的泥石流。尽管破坏量适中,但两种滑动流都达到了几m/s的非常高的速度和很长的行程距离,导致了14°和15°的显著低行程角。现场调查证实,基于不同来源和年龄的火山碎屑沉积物的斜坡平行分层,以及产生强烈热带风化的富含粘土的土壤,地质倾向有利于斜坡破坏。时间关系和稳定性分析表明,两个月以上的前期降雨和前一天的强降雨是引发边坡破坏的原因。专题集:本文是Leading to innovative engineering Geologics practices系列的一部分,可在以下网站获取:https://www.lyellcollection.org/topic/collections/leading-to-innovative-engineering-geology-practices
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geological Characterisation and Failure Analysis of a Catastrophic Landslide in Volcaniclastic Soils – the Banjarnegara–Jemblung Landslide (Indonesia)
The Banjarnegara–Jemblung Landslide was triggered on December 12th 2014 near the village of Jemblung in Central Java (Indonesia). The disaster occurred on the northern slope of Mount Gunung Telagalele and caused more than 100 fatalities, leading to the most disastrous landslide in Indonesia during the last decades. The event is characterized by multiple slope failures forming two landslide events A and B, with two connected scarps but two separated runout paths. According to eyewitnesses, landslide A was mobilized only a few minutes after the initial failure of B. Initially, both landslides began as earth slides which subsequently developed into very to extremely rapid earth flows. Although the failure volume was moderate, both slide-flows reached very high velocities of several m/s and long travel distances, leading to remarkable low travel angles of 14 and 15°. Field investigations confirm that slope failure was favoured by geological predisposition based on a slope-parallel layering of volcaniclastic sediments of different origin and age, as well as intensive tropical weathering generating clay-rich soils. Temporal relationships as well as stability analysis indicate that antecedent rainfall over two months and heavy rainfall the day before was triggering the slope failure. Thematic collection: This article is part of the Leading to innovative engineering geology practices collection available at: https://www.lyellcollection.org/topic/collections/leading-to-innovative-engineering-geology-practices
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来源期刊
CiteScore
3.40
自引率
14.30%
发文量
66
审稿时长
6 months
期刊介绍: Quarterly Journal of Engineering Geology and Hydrogeology is owned by the Geological Society of London and published by the Geological Society Publishing House. Quarterly Journal of Engineering Geology & Hydrogeology (QJEGH) is an established peer reviewed international journal featuring papers on geology as applied to civil engineering mining practice and water resources. Papers are invited from, and about, all areas of the world on engineering geology and hydrogeology topics. This includes but is not limited to: applied geophysics, engineering geomorphology, environmental geology, hydrogeology, groundwater quality, ground source heat, contaminated land, waste management, land use planning, geotechnics, rock mechanics, geomaterials and geological hazards. The journal publishes the prestigious Glossop and Ineson lectures, research papers, case studies, review articles, technical notes, photographic features, thematic sets, discussion papers, editorial opinion and book reviews.
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