体积土工格栅的研究结果

N. Zubachev, I. Galimov, A. Kuzin, Olga Sobina
{"title":"体积土工格栅的研究结果","authors":"N. Zubachev, I. Galimov, A. Kuzin, Olga Sobina","doi":"10.22227/2305-5502.2019.3.4","DOIUrl":null,"url":null,"abstract":"Introduction. As part of the work on the study of methods of protection of slopes from erosion using bulk geogrid was found the problem of leaching the filler material from the cells under the influence of water flow. The relevance of the work is due to the widespread use of bulk geogrid structures in the construction, which are the subject of the study. The aim is to develop recommendations for the choice of the material of the filler volume geogrid. The objectives of the study are to study the factors affecting the efficiency of retention of the filler. The practical significance lies in the fact that scientifically-based recommendations on the choice of the filler material of bulk geogrids have been developed. For many years, the improvement of structures and the development of new solutions for the protection of structures from water erosion were carried out by various specialists in the field of hydraulic research of objects of hydraulic and transport construction, including: I. Levi, A. Guryev, N.In. Khanov, Yu.M. Kosichenko, K.D. Kozlov, W. Müller, O. Kief, Y. Schary and others.\n\nMaterials and methods. The method of research was to conduct a complex of theoretical and experimental work in the laboratory. Practical methods taking into account the specifics of the study include the implementation of experiments. Theoretical methods are associated with the planning of experiments, traditional statistical methods of information processing, analytical calculations.\n\nResults. On the basis of the performed experiments high efficiency of retention of large aggregate (crushed stone) and small (sand) volume geogrid under the influence of water flow was revealed. Based on the calculations of the critical velocities of particle drift from the slope and stability calculations of the geogrid on the slope, the limit values of the slopes with bulk geogrids are obtained.\n\nConclusions. These tests have led to the conclusion that one of the key reasons for the collapse of the slopes is the wrong choice of filler material. In addition, the developed technique of selection of parameters of volumetric geogrid as to not flood prone and flood prone slopes.","PeriodicalId":22024,"journal":{"name":"Stroitel stvo nauka i obrazovanie [Construction Science and Education]","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2019-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Results of studies of volumetric geogrid\",\"authors\":\"N. Zubachev, I. Galimov, A. Kuzin, Olga Sobina\",\"doi\":\"10.22227/2305-5502.2019.3.4\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Introduction. As part of the work on the study of methods of protection of slopes from erosion using bulk geogrid was found the problem of leaching the filler material from the cells under the influence of water flow. The relevance of the work is due to the widespread use of bulk geogrid structures in the construction, which are the subject of the study. The aim is to develop recommendations for the choice of the material of the filler volume geogrid. The objectives of the study are to study the factors affecting the efficiency of retention of the filler. The practical significance lies in the fact that scientifically-based recommendations on the choice of the filler material of bulk geogrids have been developed. For many years, the improvement of structures and the development of new solutions for the protection of structures from water erosion were carried out by various specialists in the field of hydraulic research of objects of hydraulic and transport construction, including: I. Levi, A. Guryev, N.In. Khanov, Yu.M. Kosichenko, K.D. Kozlov, W. Müller, O. Kief, Y. Schary and others.\\n\\nMaterials and methods. The method of research was to conduct a complex of theoretical and experimental work in the laboratory. Practical methods taking into account the specifics of the study include the implementation of experiments. Theoretical methods are associated with the planning of experiments, traditional statistical methods of information processing, analytical calculations.\\n\\nResults. On the basis of the performed experiments high efficiency of retention of large aggregate (crushed stone) and small (sand) volume geogrid under the influence of water flow was revealed. Based on the calculations of the critical velocities of particle drift from the slope and stability calculations of the geogrid on the slope, the limit values of the slopes with bulk geogrids are obtained.\\n\\nConclusions. These tests have led to the conclusion that one of the key reasons for the collapse of the slopes is the wrong choice of filler material. In addition, the developed technique of selection of parameters of volumetric geogrid as to not flood prone and flood prone slopes.\",\"PeriodicalId\":22024,\"journal\":{\"name\":\"Stroitel stvo nauka i obrazovanie [Construction Science and Education]\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-09-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Stroitel stvo nauka i obrazovanie [Construction Science and Education]\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.22227/2305-5502.2019.3.4\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Stroitel stvo nauka i obrazovanie [Construction Science and Education]","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.22227/2305-5502.2019.3.4","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

介绍。在研究利用大块土工格栅保护边坡免受侵蚀的方法时,发现了在水流的影响下填充材料从单元中浸出的问题。这项工作的相关性是由于在建筑中广泛使用大块土工格栅结构,这是研究的主题。目的是为填料体积土工格栅材料的选择提出建议。研究的目的是研究影响填料截留效率的因素。本文的实际意义在于对土工格栅填充材料的选择提出了科学的建议。多年来,水利和交通建设领域的水力研究对象的各种专家进行了结构的改进和保护结构免受水侵蚀的新解决方案的开发,包括:I. Levi, A. Guryev, N.In。Khanov Yu.M。koichenko, K.D. Kozlov, W. m ller, O. Kief, Y. Schary等。材料和方法。研究的方法是在实验室里进行理论和实验的综合工作。考虑到研究的具体情况的实用方法包括实施实验。理论方法与实验计划、传统统计方法的信息处理、分析计算、结果有关。在试验的基础上,揭示了水流作用下大集料(碎石)、小体积(砂土)土工格栅的高效截留。通过对颗粒从边坡上漂移的临界速度的计算和土工格栅在边坡上的稳定性计算,得到了土工格栅在边坡上的极限值。这些试验得出结论,边坡坍塌的关键原因之一是填料的选择错误。此外,还开发了针对非洪水易发边坡和洪水易发边坡的体积土工格栅参数选择技术。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Results of studies of volumetric geogrid
Introduction. As part of the work on the study of methods of protection of slopes from erosion using bulk geogrid was found the problem of leaching the filler material from the cells under the influence of water flow. The relevance of the work is due to the widespread use of bulk geogrid structures in the construction, which are the subject of the study. The aim is to develop recommendations for the choice of the material of the filler volume geogrid. The objectives of the study are to study the factors affecting the efficiency of retention of the filler. The practical significance lies in the fact that scientifically-based recommendations on the choice of the filler material of bulk geogrids have been developed. For many years, the improvement of structures and the development of new solutions for the protection of structures from water erosion were carried out by various specialists in the field of hydraulic research of objects of hydraulic and transport construction, including: I. Levi, A. Guryev, N.In. Khanov, Yu.M. Kosichenko, K.D. Kozlov, W. Müller, O. Kief, Y. Schary and others. Materials and methods. The method of research was to conduct a complex of theoretical and experimental work in the laboratory. Practical methods taking into account the specifics of the study include the implementation of experiments. Theoretical methods are associated with the planning of experiments, traditional statistical methods of information processing, analytical calculations. Results. On the basis of the performed experiments high efficiency of retention of large aggregate (crushed stone) and small (sand) volume geogrid under the influence of water flow was revealed. Based on the calculations of the critical velocities of particle drift from the slope and stability calculations of the geogrid on the slope, the limit values of the slopes with bulk geogrids are obtained. Conclusions. These tests have led to the conclusion that one of the key reasons for the collapse of the slopes is the wrong choice of filler material. In addition, the developed technique of selection of parameters of volumetric geogrid as to not flood prone and flood prone slopes.
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
自引率
0.00%
发文量
0
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信