Stabilization of Shallow Landslides Induced by Rainwater Infiltration—A Case Study from Northern Croatia

Jasmin Jug, Kristijan Grabar, A. bek, Stjepan Strelec
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Abstract

Climate change brings with it phenomena such as large amounts of rainfall in short periods. Infiltration of rainwater into clayey soils is a common trigger for shallow landslides on slopes. In this way, numerous shallow landslides occur in the area of northern Croatia, and a characteristic example is the landslide “Orehovčak”. To stop the sliding of the destabilized slope, it was necessary to solve the drainage of water that infiltrates the landslide body. For this purpose, detailed geotechnical investigations and monitoring were conducted. Many data were collected at the investigation site, especially soil characteristics and groundwater fluctuations. The surface soil on the slope consists of highly plastic clay, and the sliding surface was created in contact with the solid subsoil of marl, the depth of which varies positionally. The analyses confirmed that water is a slip trigger. To solve the problem, excavations and installation of deep drains were performed. The slope safety factor confirms landslide stabilization, whose calculated value after rehabilitation was Fs = 1.645. Inclinometer readings carried out after remediation show that slope slippage stopped. This confirms that the presented remediation method is very applicable to shallow landslides in northern Croatia and similar landslides around the world.
雨水渗透诱发浅层滑坡的稳定--克罗地亚北部的案例研究
气候变化带来了短时间内大量降雨等现象。雨水渗入粘性土壤是引发山坡浅层滑坡的常见原因。因此,克罗地亚北部地区发生了许多浅层滑坡,"奥雷霍夫恰克 "滑坡就是一个典型的例子。为了阻止失稳斜坡的滑动,必须解决渗入滑坡体的排水问题。为此,进行了详细的岩土工程调查和监测。在调查现场收集了许多数据,特别是土壤特性和地下水波动。斜坡上的表层土壤由高塑性粘土组成,滑动面与泥灰岩的坚实底土接触,其深度随位置而变化。分析证实,水是滑动的诱因。为解决这一问题,进行了挖掘并安装了深层排水沟。斜坡安全系数证实了滑坡的稳定性,修复后的计算值为 Fs = 1.645。修复后的倾角仪读数显示,斜坡停止了滑动。这证明所提出的修复方法非常适用于克罗地亚北部的浅层滑坡和世界各地的类似滑坡。
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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