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 Journal of Mining and Environment Pub Date : 2021-04-01 DOI:10.22044/JME.2021.10599.2011
M. Adil, S. Raza, Ibrahim Amin
{"title":"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","authors":"M. Adil, S. Raza, Ibrahim Amin","doi":"10.22044/JME.2021.10599.2011","DOIUrl":null,"url":null,"abstract":"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.","PeriodicalId":45259,"journal":{"name":"Journal of Mining and Environment","volume":"12 1","pages":"351-365"},"PeriodicalIF":1.1000,"publicationDate":"2021-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Rock Fall Hazard Assessment using GeoRock 2D along Swat Motorway, Pakistan\",\"authors\":\"M. Adil, S. Raza, Ibrahim Amin\",\"doi\":\"10.22044/JME.2021.10599.2011\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"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.\",\"PeriodicalId\":45259,\"journal\":{\"name\":\"Journal of Mining and Environment\",\"volume\":\"12 1\",\"pages\":\"351-365\"},\"PeriodicalIF\":1.1000,\"publicationDate\":\"2021-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Mining and Environment\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.22044/JME.2021.10599.2011\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"MINING & MINERAL PROCESSING\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Mining and Environment","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.22044/JME.2021.10599.2011","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"MINING & MINERAL PROCESSING","Score":null,"Total":0}
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。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
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.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Journal of Mining and Environment
Journal of Mining and Environment MINING & MINERAL PROCESSING-
CiteScore
1.90
自引率
25.00%
发文量
0
期刊最新文献
Fe3O4@TiO2@V2O5 as an efficient magnetic nanoparticle for synthesis of di-indolyl oxindole derivatives Propose a viable stabilization method for slope in weak rock mass environment using numerical modelling: A case study from the cut slopes Estimation of optimum geometric configuration of mine dumps in Wardha valley coalfields in India: a case study An investigation on tailing slurry transport in Kooshk lead-zinc mine in Iran based on non-Newtonian fluid rheology: an experimental study Carnallite Flotation of Khur Biabanak Potash Complex using kimiaflot 619 as a New Collector
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1