基于时间序列的滑坡密度

K. Sharir, Norbert Simon, R. Roslee, Administrator Administrator
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引用次数: 0

摘要

摘要在马来西亚沙巴州昆达桑进行了基于3年时间滑坡分布的滑坡密度分析。该分析涉及1984年、2009年和2012年发生的山体滑坡。本研究的目的是研究基于时间滑坡分布的物理参数与滑坡密度分析之间的关系。这是滑坡危险性评价的初步研究。这三个评估年的滑坡是根据航空照片解译确定的。滑坡的细节必须数字化为点,点密度在滑坡清单地图上使用1公里× 1公里的网格计算。通过分析,各评价年共分布494个滑坡,采用自然断裂分级法将滑坡密度图划分为低(1个滑坡)、中(2-3个滑坡)、高(>4个滑坡)3个等级。根据滑坡密度分析,确定了48 km2的滑坡易发区。在高滑坡密度区域中,由于可能导致陆地滑动的岩性类型,46km2被认为是最容易发生滑坡的位置。研究表明,岩性在影响地貌过程、诱发滑坡等方面发挥了重要作用。综上所述,本研究发现使用网格技术是确定滑坡密度的有效方法,在进行任何开发之前,应进行详细的调查,以尽量减少滑坡发生的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Landslide Density Based on Time Series
Abstract—Landslide density analysis based on a temporal landslide distribution over three different years was conducted in Kundasang, Sabah, Malaysia. The analysis involved landslides that occurred in 1984, 2009 and 2012. The objective of this study is to examine the relationship between the physical parameter and landslide density analysis based on temporal landslide distribution. This is the preliminary study for landslide hazard assessment. Landslides in these three assessment years were identified based on aerial photographs interpretation. The landslides detail has to be digitised as points and the point density was calculated using 1 km x 1 km grid on the landslide inventory map. From the analysis, there were 494 landslides distributed across the assessment years and by using the natural break classification, the landslide density map was classified into three classes of density, resulting low (1 landslide), moderate (2-3 landslides) and high (>4 landslides). Based on the landslide density analysis, there are 48 km2 that were identified as highly susceptible to landslide. Out of the high landslide density area, 46km2 were indicated as the most susceptible location for landslides due to the type of lithology that may lead to land sliding. This study indicates that the lithology played an important role as they can influence the geomorphologic process, and can induce landslides. As a conclusion, this study found that using the grid technique is an effective way to determine landslide density and detail investigation should be conducted to minimize the impact of landslide occurrences before any development could take place.
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