巴基斯坦斯瓦特高速公路沿线使用GeoRock 2D进行岩石坠落危险评估

IF 1.1 Q3 MINING & MINERAL PROCESSING
M. Adil, S. Raza, Ibrahim Amin
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引用次数: 1

摘要

尽管采取了边坡稳定措施,但在巴基斯坦开伯尔-普赫图赫瓦省斯瓦特高速公路(M-16)的KM-37路段仍发生了岩崩。场地的岩土数据分析显示,虽然在现有设计的帮助下,平面/斜坡破坏的几率从43%降低到23%,但现场仍有可能发生岩石坠落,这在实地考察中也有所体现。通过现场试验和模拟对岩崩危险性进行了评价,并提出了重要的稳定措施。进行岩崩试验,并利用所得数据,利用GeoRock 2D®软件进行岩崩模拟。从运动学分析和岩崩模拟相结合的结果来看,沿坡的危险等级从中等到高度不等。造成这种情况的原因是巨石下落速度的增加和斜坡底部能量的影响。这是一个危险的迹象,因为最危险的区域是在斜坡的脚趾,那里的高速公路是危险的主要因素。不同形状和大小的巨石从长椅上释放出来,以检查它们对高速公路的影响。仿真结果表明,与圆柱形巨石相比,球形巨石从较高的台阶上释放出来,覆盖的水平距离更大,到达公路时在坡脚处的弹跳高度更高。在坡脚处记录到的最大反弹高度为7米。为了减小巨石撞击坡面的能量和弹跳高度的影响,建议采取一定的缓解措施,如在坡脚处填砂或细屑,形成一定尺寸的沟渠。在斯瓦特高速公路KM-37段的坡面布设金属网和挡土墙或围栏,对减少沿公路的落石灾害有很大的帮助和经济效益。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Rock Fall Hazard Assessment using GeoRock 2D along Swat Motorway, Pakistan
Despite the slope stability measures, rock falls are witnessed at section KM-37 of the Swat motorway (M-16), Khyber Pakhtunkhwa, Pakistan. The geotechnical data analysis of the site reveals that although the chances of plane/slope failures are reduced from 43% to 23% with the help of the existing design, still there are possibilities of rock fall at the sight, which has also been witnessed during the field visits. The rock fall hazards are assessed through field tests and simulation, and significant stabilization measures are suggested. The rock fall tests are conducted, and then using the data obtained, the rock fall simulation is carried out using GeoRock 2D®. From a combination of the kinematic analysis and rock fall simulation, the hazard level along the slope ranges from moderate to high. The reason for this is the increasing velocity of the falling boulder and the impact of energy at the bottom of the slope. This is an indication of the risk, as the most hazardous area is at the toe of the slope, where the highway road is the main element at risk. Rock boulders of different shapes and sizes are released from a couple of benches in order to check their impacts on the highway. Based on the simulation, it is concluded that the spherical shaped boulders are released from higher benches covering more horizontal distances and reaching the highway with a higher bouncing heights at the toe of the slope than the cylindrical shaped boulders. The maximum bounce height of 7 m has been recorded at the toe of the slope. In order to reduce the impacts of energy and bounce heights of the boulders striking the slope surface, certain mitigation measures are suggested like a ditch of a specific size filled with sand or fine debris at the toe of the slope. Draping wire mesh on the slope surface and a retaining wall or fence would be greatly helpful and economical to reduce the rock falling hazards along the road side at section KM-37 of the Swat motorway.
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来源期刊
Journal of Mining and Environment
Journal of Mining and Environment MINING & MINERAL PROCESSING-
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1.90
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25.00%
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