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Investigation of an unusual landslide at Sai Kung Sai Wan Road, Sai Kung, Hong Kong

机译:香港西贡西贡西万路对不寻常的滑坡和西贡之路

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摘要

An intense rainstorm on 21 May 2016 resulted a total of 34 natural terrain landslides in the vicinity of Sai Kung Sai Wan Road in the Sai Kung East Country Park, Hong Kong. One of these landslides was a large-scale failure with a source volume of about 2100 m~3. It was almost an order of magnitude larger than all the others. The debris severely eroded a road embankment, undermining the road and resulting in road closure. The nature of the landslide was unusual in that it was a structurally controlled rockslide, with a basal failure surface formed from a persistent, planar sheeting joint within columnar jointed tuff rock with a maximum depth of about 12 m, while the other landslides that occurred in the country park during the same rainstorm involved only shallow failures within the regolith. An investigation of this unusual landslide was undertaken to diagnose the probable mechanism and causes of the failure. As there was concern about further large-scale instability occurring in the adjacent hillside where the sheeting joint was inferred to extend into, the potential for further large-scale instability was assessed as part of the investigation. The key components of the investigation included detailed engineering geological mapping, ground investigation and engineering analyses. This paper presents the findings of the investigation.
机译:2016年5月21日的强烈暴雨导致了香港西贡东乡村公园的西贡西湾路附近共有34个天然地形山体滑坡。其中一个滑坡是一个大规模的失败,源体积约为2100 m〜3。它几乎比所有其他数量级大。碎片严重侵蚀了道路堤,破坏了道路并导致道路关闭。滑坡的性质是不寻常的,因为它是一种结构控制的岩石滑动,具有由柱状连接牙齿岩石内的持续的平面片接头形成的基础故障表面,最大深度约为12米,而发生的其他山体滑坡同一暴雨期间的乡村公园只涉及重新罗密斯内的浅层失败。对这种不寻常的滑坡进行调查,旨在诊断可能的失败机制和原因。由于涉及在邻近山坡上发生的进一步大规模不稳定性,其中推断片接头延伸,因此评估进一步大规模不稳定的可能性作为调查的一部分。调查的关键组成部分包括详细的工程地质映射,地面调查和工程分析。本文提出了调查的调查结果。

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