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METHODOLOGY FOR LANDSLIDE MONITORING IN A ROAD CUT BY MEANS OF TERRESTRIAL LASER-SCANNING TECHNIQUES

机译:通过地面激光扫描技术切割道路滑坡监测方法

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After the heavy rains of 2009/10 winter, a road cut in the national highway A-44 and the upper slope became unstable; the mass invaded the way and caused important traffic interruptions by several months. The landslide was measured by means of terrestrial laser-scanner techniques and, because of the zone morphology, the used methodology involved scanning the mobilized zone from different stations with several captures from each point. Two scanning campaigns were carried out in a time interval of 14 days. The antenna phase centers were determined by GPS techniques and incorporated to the point clouds as an additional point in the TLS reference system; next, the relative orientation of the different point clouds of each scan station is made, adjusting and merging them in a single point cloud; finally, we proceed to data transformation to a reference system global and common to both campaigns, in which surface and terrain models can be compared. From field data, a digital surface model have been built, and then filtered and edited to have digital elevation models of centimeter spatial resolution. The results obtained by the comparison of models show two rupture zones in the road cut affecting also to the upslope, in which an important volume material flowed with superficial displacements of about 0,55-0,65 m day~(-1). We also calculated 210 m~(3) of depleted material and 124,5 m~(3) of accumulated material; the differences between these volumes (wasting material) are explained because the civil works that were made to clear the road of materials.
机译:经过2009/10冬季的大雨,在国家公路A-44中切割的道路,上坡变得不稳定;群众侵犯了道路,并造成了几个月的重要交通中断。通过地面激光扫描仪技术测量山体滑坡,并且由于区域形态,所使用的方法涉及从不同站扫描动员区域,从每个点捕获几个捕获。两次扫描活动是在14天的时间间隔进行的。天线阶段中心由GPS技术确定,并将点云作为TLS参考系统中的附加点掺入;接下来,进行每个扫描站的不同点云的相对取向,在单点云中调整和合并它们;最后,我们将数据转换进行到参考系统全球,并且可以在哪些广告系列中进行共同,其中可以比较表面和地形模型。从现场数据,已经建立了数字表面模型,然后过滤并编辑以具有厘米空间分辨率的数字高度模型。通过模型比较获得的结果显示了对逆转线的道路切割中的两个破裂区域,其中具有约0.55-0,65米天〜(-1)的浅表位移的重要体积材料。我们还计算了210 m〜(3)的耗尽材料,累积材料的124,5 m〜(3);解释这些卷(浪费材料)之间的差异是因为制造了清除材料之路的土木工程。

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