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Photogrammetric Mapping of As-Constructed Geotechnical Works – Obi Obi Rock Slide, Queensland

机译:完工的岩土工程的摄影测量图–昆士兰州Obi Obi Rock Slide

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On 29 April 2010, a major rockslide occurred within a 55 m high, geologically complex road cuttingrnadjacent to Obi Obi Road at Kidaman Creek, QLD (Lat. -26.6171°, Long. 152.7605°). Following thernrockslide, the Department of Transport and Main Roads (DTMR) commissionedrnGolder Associates Pty Ltd (Golder) to undertake geotechnical remedial options assessment andrndesign, and Designer’s site inspections to confirm design intent during construction. The remedialrndesign involved re-cutting the batter slope behind the unstable slipped material to a height of morernthan 75 m, at an overall angle of approximately 34°. Ground stabilization elements constructedrnincluded passive dowels, soil nails, drain holes, reinforced shotcrete, erosion control matting and revegetation.rnFollowing construction, Golder undertook an aerial photogrammetric survey of the asconstructedrnworks using the 3DM Analyst digital photogrammetry system. Conventional laser surveyrntechniques were utilised during construction by DTMR and the photogrammetric mapping was seen asrnproviding several additional benefits. These included a very detailed topographic profile of the slope,rna georeferenced 3D photographic record, an ortho-rectified photo mosaic, and the ability to undertakernretrospective mapping in the future without the need to re-visit the site. The aerial photography wasrnundertaken using a portable Unmanned Aerial Vehicle (UAV), which provided benefits in cost, safetyrnand logistics as compared with using a conventional helicopter. Digital photogrammetry is a versatilerntool, with applications including geological and geotechnical mapping, landslide mapping andrnmovement monitoring, as-constructed survey, and layer thickness/volume measurement.
机译:2010年4月29日,在昆士兰州基达曼溪(Lat.-26.6171°,Long。152.7605°)处与Obi Obi Road相邻的高地质路段,高55 m处发生了重大的岩石滑坡。在发生岩层滑坡之后,运输和主要道路部(DTMR)委托rnGolder Associates Pty Ltd(Golder)进行岩土补救方案评估和设计,并进行设计师现场检查,以确认施工期间的设计意图。补救设计包括将不稳定的滑移材料后面的面糊坡度重新切成75 m以上的高度,总角度约为34°。地面稳定元件包括被动销钉,土钉,排水孔,增强的喷射混凝土,侵蚀控制消光和植被恢复。在建造之后,Golder使用3DM Analyst数字摄影测量系统对所建造的工程进行了航空摄影测量。 DTMR在施工过程中使用了传统的激光测量技术,并且摄影测量图被视为具有其他一些好处。其中包括非常详细的坡度地形轮廓,rna地理参考3D摄影记录,经过正射校正的照片镶嵌图,以及将来无需重新访问场地即可进行回顾性制图的功能。使用便携式无人飞行器(UAV)进行了航空摄影,与使用常规直升机相比,该技术在成本,安全性和后勤方面均具有优势。数字摄影测量法是一种多功能工具,其应用包括地质和岩土测绘,滑坡测绘和运动监测,构造勘测以及层厚度/体积测量。

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