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首页> 外文期刊>Engineering Geology >Observations and predictions of the behaviour of large, slow-moving landslides in schist, Clyde Dam reservoir, New Zealand
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Observations and predictions of the behaviour of large, slow-moving landslides in schist, Clyde Dam reservoir, New Zealand

机译:新西兰克莱德大坝水库片岩中大型,缓慢移动的滑坡行为的观测和预测

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Major remedial works involving toe buttressing, pumped drainage, gravity drainage and/or infiltration protection were undertaken at nine of the seventeen large landslides along the Clyde dam reservoir margins prior to lake filling in 1992-1993. All 17 landslides continue to be routinely monitored and inspected as part of the Dam Safety Assurance Programme undertaken by Contact Energy. Movement of the landslides is monitored by a combination of inclinometers, extensometers and survey, and is correlated with controlling events including lake filling, storms, floods, prolonged wet periods and earthquakes. Most monitoring records extend over periods of 15 years, with some histories as long as 25 years. Over 100 years of rainfall records are available for nearby locations. Very small deformation responses attributable to lake filling occurred at four of the stabilized slides. Slightly accelerated movement occurred at one slide that had not been stabilized, and minor reactivation was detected at three others. Two landslides have demonstrated movement rate sensitivity to rainfall events. Neither slide was significantly affected by lake filling. Monitoring records show that movement of a known 'active' part of the Brewery Creek landslide is triggered when a key piezometer reaches or exceeds a critical threshold level. Movement continues until the piezometer drops below that level. Movement of part of Ripponvale landslide increases following prolonged rainfall events. The slide was barely affected by lake filling and has not responded to subsequent transient increases in toe inundation levels (floods). Data from Zone A of the slide mass (which is entirely above the lake) shows the slide to be very sensitive to the effects of prolonged wet periods. Movement rates increase over a period of months and then gradually reduce. Based on the records to date, it can be predicted that the slide will exhibit an increased movement rate when the cumulative rainfall over a period of 3 to 4 months exceeds about 300 mm.
机译:在1992-1993年湖水充填之前,沿着克莱德水坝库区边缘的17个大型滑坡中的9个进行了包括脚趾支撑,抽水排水,重力排水和/或防渗保护的主要补救工作。 Contact Energy继续对所有17个滑坡进行例行监测和检查,作为大坝安全保证计划的一部分。滑坡的运动通过倾角仪,引伸计和勘测仪的组合进行监控,并与控制事件相关,包括湖泊充水,暴风雨,洪水,长时间潮湿和地震。大多数监视记录的期限为15年,有些历史长达25年。附近地区有100多年的降雨记录。在四个稳定的滑坡上发生了很小的变形反应,这可归因于湖泊充填。在一张尚未稳定的幻灯片上发生了稍微加速的运动,在另外三张幻灯片上发现了轻微的重新激活。两次滑坡都显示出运动速率对降雨事件的敏感性。滑坡都没有受到湖泊充盈的明显影响。监视记录显示,当关键压力计达到或超过临界阈值水平时,将触发Brewery Creek滑坡的已知“活动”部分的运动。继续运动,直到压力计降至该水平以下。随着降雨时间的延长,Ripponvale滑坡的一部分运动增加。滑坡几乎没有受到湖泊充盈的影响,也没有对随后的脚趾淹没水平(洪水)的短暂增加做出反应。来自滑坡体A区域(完全在湖泊上方)的数据表明,滑坡对长时间的湿润期非常敏感。移动率在几个月内增加,然后逐渐降低。根据迄今为止的记录,可以预测,当3到4个月的累积降雨超过300毫米时,滑片将显示出增加的运动速率。

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