Miodrag Pisarević, Dragana Slavković, Vladimir Filipović
{"title":"对 E-763 号高速公路上的岩体进行切削加固,这些岩体的走向不连续","authors":"Miodrag Pisarević, Dragana Slavković, Vladimir Filipović","doi":"10.37023/ee.10.1-2.7","DOIUrl":null,"url":null,"abstract":"During the construction of the highway \"Miloš Veliki\" E-763 through Serbia, in addition to many challenges, it was necessary to stabilize the cut at the section km 81+250 to km 81+650. The cut was supposed to be constructed in the soft layered rocks of the Ljiški flysch complex, made of sandstone, marl stone and shales. The orientation of the rupture assembly of the rock mass as well as the spatial position of the slope led to a series of instabilities on the left side of the cut, while at the same time they had a positive effect on the stability of the right side. All occurrences of instability were accompanied by a dip direction of bedding, which on the left side of the cut had a dominant negative impact on the strength of the rock mass. For the purposes of geotechnical modeling and determination of remedial measures, the parameters of the rock mass were obtained using classifications of the rock mass, while the parameters of rock mass discontinuities and sliding surfaces were obtained from back analyzes of slipped rock blocks or slipped debris material. By using passive anchors, subhorizontal drains, shotcrete, wire netting, reinforced soil and facing RC walls, this cut was successfully stabilised.","PeriodicalId":11820,"journal":{"name":"环境工程","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2024-01-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Cut stabilization on the\\nhighway E-763 made in rock mass with unfavorably oriented discontinuities\",\"authors\":\"Miodrag Pisarević, Dragana Slavković, Vladimir Filipović\",\"doi\":\"10.37023/ee.10.1-2.7\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"During the construction of the highway \\\"Miloš Veliki\\\" E-763 through Serbia, in addition to many challenges, it was necessary to stabilize the cut at the section km 81+250 to km 81+650. The cut was supposed to be constructed in the soft layered rocks of the Ljiški flysch complex, made of sandstone, marl stone and shales. The orientation of the rupture assembly of the rock mass as well as the spatial position of the slope led to a series of instabilities on the left side of the cut, while at the same time they had a positive effect on the stability of the right side. All occurrences of instability were accompanied by a dip direction of bedding, which on the left side of the cut had a dominant negative impact on the strength of the rock mass. For the purposes of geotechnical modeling and determination of remedial measures, the parameters of the rock mass were obtained using classifications of the rock mass, while the parameters of rock mass discontinuities and sliding surfaces were obtained from back analyzes of slipped rock blocks or slipped debris material. By using passive anchors, subhorizontal drains, shotcrete, wire netting, reinforced soil and facing RC walls, this cut was successfully stabilised.\",\"PeriodicalId\":11820,\"journal\":{\"name\":\"环境工程\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-01-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"环境工程\",\"FirstCategoryId\":\"1087\",\"ListUrlMain\":\"https://doi.org/10.37023/ee.10.1-2.7\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"环境工程","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.37023/ee.10.1-2.7","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Cut stabilization on the
highway E-763 made in rock mass with unfavorably oriented discontinuities
During the construction of the highway "Miloš Veliki" E-763 through Serbia, in addition to many challenges, it was necessary to stabilize the cut at the section km 81+250 to km 81+650. The cut was supposed to be constructed in the soft layered rocks of the Ljiški flysch complex, made of sandstone, marl stone and shales. The orientation of the rupture assembly of the rock mass as well as the spatial position of the slope led to a series of instabilities on the left side of the cut, while at the same time they had a positive effect on the stability of the right side. All occurrences of instability were accompanied by a dip direction of bedding, which on the left side of the cut had a dominant negative impact on the strength of the rock mass. For the purposes of geotechnical modeling and determination of remedial measures, the parameters of the rock mass were obtained using classifications of the rock mass, while the parameters of rock mass discontinuities and sliding surfaces were obtained from back analyzes of slipped rock blocks or slipped debris material. By using passive anchors, subhorizontal drains, shotcrete, wire netting, reinforced soil and facing RC walls, this cut was successfully stabilised.
期刊介绍:
Environmental Engineering is a source journal of the Chinese Science Citation Database (CSCD), a source journal of Chinese scientific and technological papers statistics, and a dual-effect journal of the Chinese Journal Matrix. It is selected into the "Chinese Core Journals Overview" and is included in the American Chemical Abstracts (CA), Japanese JSTChina, and Chinese Biomedical Literature (CBM) databases. It mainly covers water pollution prevention and control, air pollution prevention and control, solid waste treatment and disposal, monitoring and evaluation, clean production and energy conservation and emission reduction, soil remediation, etc. Over the years, it has always had a strong team of authors and a wide readership, providing a communication platform for scientific and technological workers and college teachers and students in various fields such as scientific research, engineering design, environmental management, and construction implementation in the field of environmental engineering science.