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Contribution of topographic and penetrometric measurements to a site characterization, case of the Kekem Landslide, National Road N°5 (Western Cameroon)

机译:地形和渗透测量对场地特征的贡献,以5号国道(喀麦隆西部)Kekem滑坡为例

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摘要

A topographical survey and a dynamic cone penetrometer testing (DCPT) were conducted over the Kekemlandslide area. The aim of the work was to unveil new topographic features of the site, and with the penetrometer soundings predict the depth of the potential rupture surface beneath the damaged area. The analysis of penetrometer data has led to the supposition that the fractured surface interface connecting the basement and sediments has a depth of between 2.00mand 12.20 m. The topographic data was used to determine the average slope percentage over the broken area. The slope percentage gives 33.66% from a point taken over the tearing niche and a point along the road.2Dcontoursmapdrawn with the Surfer software, over an area of 35 hectares has enabled the observation of a step gradient oriented NNE-SSW. Considering the steepness of the slope and the thickness of the sediments, the site remains dangerous for the populations especially during the rainy season.
机译:在Kekemlandslide地区进行了地形调查和动态锥透计测试(DCPT)。这项工作的目的是揭示该地点的新地形特征,并用渗透计测深来预测受损区域下方潜在破裂面的深度。对渗透仪数据的分析得出这样的假设:连接地下室和沉积物的断裂表面界面的深度在2.00到12.20 m之间。地形数据用于确定破损区域的平均坡度百分比。坡度百分比从撕裂的利基位置到沿道路的点处的比例为33.66%。使用Surfer软件绘制的2Dcontoursmaps在35公顷的面积上可以观察到面向阶跃梯度的NNE-SSW。考虑到坡度陡峭和沉积物的厚度,该地点对居民仍然是危险的,尤其是在雨季。

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