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Geologic setting, gravity collapse and hazard assessment of the Kongahu Fault Zone, Westport.

机译:西港Kongahu断裂带的地质环境,重力塌陷和危害评估。

摘要

The Buller Coalfield comprises the northern end of the Paparoa Trough, an elongate basin that began to subside in the mid Cretaceous. Subsidence occurred in response to mid Cretaceous extension, leading to crustal thinning, and culminating in opening of the Tasman Sea. The area underwent asymmetric subsidence between the mid-late Eocene and the late Oligocene, controlled by normal faulting, inferred to occupy the same position as the present day Kongahu Fault Zone. Inversion of the Paparoa Trough commenced in the late Oligocene, by reactivation of normal faults as reverse/thrust faults through a regional change from extension to shortening and establishment of the Alpine Fault as a new plate boundary. Positive inversion progressed through a number of phases over the last 25Ma producing the present day Buller Coalfield. Four sets of Quaternary coastal marine terraces are recognised within the Westport region. Preservation and tilting of this terrace sequence is indicative of progressive regional uplift continuing through to the present day. Large scale gravitational collapse structures (forming the Kongahu Fault Zone Failure Complex, with a surface area of approximately 18km² have formed over several hundred thousand years, along the escarpment separating Tertiary units on Denniston Plateau from Quaternary deposits along the coastal plain. Landslide materials of the Kongahu Fault Zone failure are very complex and have been subdivided into four zones based on slide geology and surface morphology. Six separate deformation phases have been identified based on interpretations of geomorphic evolution of the failure complex. Initial failure is inferred to have taken place along unfavourably oriented rockmass defects, such as bedding planes, joint sets and faults, with destabilisation initiated through head loading (caused by tectonic uplift) and removal of toe support through erosion of Late Tertiary units. Preservation of Caledonian Formation marine terraces and associated deposits, on the landslide complex, places this event beyond 334 000 years BP. Later phases of reactivation of the landslide complex are related to interglacial high stands in sea-level and ongoing fluviatile erosion, removing toe area support. The initial rupture surface is inferred to have propagated along bedding planes within the Brunner Coal Measures, but as the failure complex evolved the rupture surface propagated into sheared granitic basement, forming large-scale, deep-seated III collapse. Preservation of coastal marine terraces in the toe area of the main failure complex, fonned during the last interglacial period are indicative of stability of the main failure complex since approximately 58-72 000 years BP. However, interpretation of geomorphic features upon the coastal plain indicate extremely slow deep-seated activity within the central "Mt Rochfort Failure". A seismic hazard assessment of the main Kongahu Fault Zone failure complex indicates that it is inherently stable and unlikely to undergo large scale reactivation through high intensity ground shaking. Seismically triggered local rock falls , rock avalanches and rapid soil flows form the dominant hazard associated with earthquake triggered failure. Only one section of the failure complex, the "Mt Rochfort failure", is considered to still be active although inferred to be failing as extremely slow, deep creep. Localised recent failures are primarily related to antecedent pore water conditions and triggered by intense or prolonged rainfall and seismic events. These create a low level hazard due to lack of human interaction in areas where the failures occur. Reactivation of debris within fluvial channels leading to avulsion onto fan surfaces along the coastal plain forms the dominant hazard. Lake Rochfort is a landslide formed lake (approximately 320 000m ³), 460m above the coastal plain, located within the active Mt Rochfort Failure. By comparison with the (1981) Ram Creek Dam burst, it has been concluded that catastrophic failure of Lake Rochfort would destroy property and services with the potential for causing serious injury and loss of life on the coastal plain.
机译:布勒煤田包括Paparoa槽的北端,Paparoa槽是一个细长的盆地,从白垩纪中期开始沉降。沉降是由于白垩纪中期扩张而引起的,导致地壳变薄,并最终导致塔斯曼海开放。受正断层控制,该地区经历了始新世中期至晚渐新世之间的不对称下陷,推测该地区处于与当今孔加湖断裂带相同的位置。帕帕罗瓦海槽的反转始于渐新世晚期,通过从扩展到缩短的区域性变化和建立阿尔卑斯断裂作为新的板块边界,将正常断裂重新激活为反向/逆断层。在最近的25Ma产生了今天的Buller Coalfield,正反演经历了多个阶段。韦斯特波特地区公认四套第四纪沿海海洋阶地。该阶地序列的保存和倾斜指示直到今天为止的进行性区域抬升。在几十万年的时间里,沿着丹尼斯顿高原第三系单元与沿海平原第四系沉积物分离的陡坡形成了大面积重力塌陷结构(形成了约18km²的Kongahu断裂带破坏复合体)。孔嘎湖断裂带的破坏非常复杂,根据滑坡的地质和表面形态可分为四个区域,根据对破坏复合体的地貌演化的解释,确定了六个独立的变形阶段,推断初始破坏是沿不利的方向发生的。方向的岩体缺陷,例如层理面,节理和断层,其通过头部载荷(由构造隆升引起)而引起的失稳以及通过后期第三纪单元的侵蚀而去除脚趾支撑而引起。滑坡综合体,发生此事件超过334 000年BP。滑坡群复活的后期阶段与海平面上的冰川间高位和持续的易侵蚀性侵蚀有关,从而消除了脚趾区域的支撑。最初的破裂面被推断为沿Brunner煤系内的顺层平面传播,但随着破坏复合体的演化,破裂面传播到剪切的花岗岩基底中,形成了大规模的深层III塌陷。在最后一个冰期之间形成的主要破坏群脚趾区域的沿海海洋阶地的保存表明了自大约58-72 000年BP以来主要破坏群的稳定性。但是,对沿海平原地貌特征的解释表明,中央的“罗克福山失败”内部的深层活动极为缓慢。对主要的孔加湖断层带破坏复合体的地震危险性评估表明,该复合体本质上是稳定的,不太可能通过高强度地震动进行大规模重新活化。地震触发的局部岩石崩塌,岩石雪崩和快速的土壤流动形成了与地震触发的破坏有关的主要危害。尽管可以断定这是极其缓慢的深度蠕变,但故障复合体中只有一个部分(“罗克福山破坏”)仍处于活动状态。最近发生的局部故障主要与孔隙水状况有关,并且是由强降雨或长时间降雨和地震事件引起的。由于在发生故障的区域缺少人与人之间的互动,因此造成了低水平的危害。河流通道内的碎屑重新活化,导致沿沿海平原扇形表面剥蚀,这是主要的危害。 Rochfort湖是由滑坡形成的湖泊(约320 000m³),位于沿海平原上方460m,位于活跃的Rochfort断层内。通过与(1981年)Ram Creek大坝的爆破进行比较,得出的结论是,罗奇福湖的灾难性破坏将破坏财产和服务,并有可能在沿海平原上造成严重伤害和生命损失。

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    Inwood Kane Scott;

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  • 年度 1997
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  • 原文格式 PDF
  • 正文语种 en
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