Engineering-geological conditions of landslides above the settlement of Koroška Bela (NW Slovenia)

Q3 Earth and Planetary Sciences Geologija Pub Date : 2018-12-21 DOI:10.5474/GEOLOGIJA.2018.012
Tina Peternel, J. Jež, Blaž Milanič, Anže Markelj, M. J. Auflič
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引用次数: 12

Abstract

This paper focuses on the studying of landslides in the hinterland area of the Koroška Bela settlement, NW Slovenia. Research has shown that these landslides have the potential to mobilize the material into a debris flow. The area of interest is located on the Karavanke mountain ridge, above the settlement of Koroška Bela, which lies on the outskirts of the town of Jesenice. In order to recognize and understand the kinematics of landslides and their triggering mechanisms, a multidisciplinary approach using engineering-geological and geotechnical investigations was applied. Thus, landslide source areas were determined based on engineering-geological mapping. Furthermore, landslide boundaries, types of landslides and sediments that are involved in processes of sliding were mapped in detail. Geotechnical monitoring is beneficial in evaluating rates of movement and failures in the ground under real conditions in the field. Current investigations as well as historical evidence and previous research prove that the hinterland of Koroška Bela is prone to various types of landslides that together form a source area that has the potential to mobilize into larger debris flow.
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Koroška Bela(斯洛文尼亚西北部)定居点上方山体滑坡的工程地质条件
本文重点研究了斯洛文尼亚西北部Koroška Bela定居点腹地的山体滑坡。研究表明,这些滑坡有可能将物质动员成泥石流。感兴趣的地区位于Karavanke山脊上,Koroška Bela定居点上方,该定居点位于Jesenice镇郊区。为了认识和理解滑坡的运动学及其触发机制,采用了工程地质和岩土工程勘察的多学科方法。因此,在工程地质测绘的基础上确定了滑坡源区。此外,还详细绘制了滑坡边界、滑坡类型和参与滑坡过程的沉积物。岩土工程监测有利于评估现场实际条件下的地面移动率和破坏率。目前的调查以及历史证据和以前的研究证明,科罗斯卡-贝拉腹地容易发生各种类型的山体滑坡,这些滑坡共同形成了一个有可能演变成更大泥石流的源区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Geologija
Geologija Earth and Planetary Sciences-Geophysics
CiteScore
1.00
自引率
0.00%
发文量
10
审稿时长
10 weeks
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