电能分析支撑桥梁基础(案例研究:W10镇自然围栏)

M. Gumilar, B. Bobi
{"title":"电能分析支撑桥梁基础(案例研究:W10镇自然围栏)","authors":"M. Gumilar, B. Bobi","doi":"10.36050/berings.v6i01.150","DOIUrl":null,"url":null,"abstract":"This study aims to see the stability of the bearing capacity towards the Shear, Bolt, Landslide on the bridge. From the results of the study, the bridge obtained a total weight of 85251.8 kg / m ^ ҆ 85.25 Ton / m 'with' Soil Cohesion 10 kg / cm2 ∂ Soil 17.9 kg / cm2 Active soil coefficient 0.40 kg / m2 stability against 2.84> 1.5 shear safe against ground shear force. The rolling factor with a value of 1.9> 1.5 is safe against rolling forces, the slope of the bearing capacity is 4.55> 2.5 safe against landslides.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"109 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analisi Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W10 Kota Pagar Alam)\",\"authors\":\"M. Gumilar, B. Bobi\",\"doi\":\"10.36050/berings.v6i01.150\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This study aims to see the stability of the bearing capacity towards the Shear, Bolt, Landslide on the bridge. From the results of the study, the bridge obtained a total weight of 85251.8 kg / m ^ ҆ 85.25 Ton / m 'with' Soil Cohesion 10 kg / cm2 ∂ Soil 17.9 kg / cm2 Active soil coefficient 0.40 kg / m2 stability against 2.84> 1.5 shear safe against ground shear force. The rolling factor with a value of 1.9> 1.5 is safe against rolling forces, the slope of the bearing capacity is 4.55> 2.5 safe against landslides.\",\"PeriodicalId\":17796,\"journal\":{\"name\":\"JURNAL ILMIAH BERING'S\",\"volume\":\"109 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-03-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"JURNAL ILMIAH BERING'S\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.36050/berings.v6i01.150\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"JURNAL ILMIAH BERING'S","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.36050/berings.v6i01.150","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

本研究旨在了解桥梁在剪切、锚杆、滑坡作用下的承载力稳定性。从研究结果来看,该桥获得的总重量为85251.8 kg / m ^ 85.25 Ton / m ',土壤黏聚力为10 kg / cm2,∂Soil 17.9 kg / cm2,活性土壤系数0.40 kg / m2,抗剪稳定性2.84> 1.5,抗地面剪力安全。滚动系数为1.9> 1.5的边坡抗滚动力安全,边坡承载力为4.55> 2.5的边坡抗滑坡安全。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisi Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W10 Kota Pagar Alam)
This study aims to see the stability of the bearing capacity towards the Shear, Bolt, Landslide on the bridge. From the results of the study, the bridge obtained a total weight of 85251.8 kg / m ^ ҆ 85.25 Ton / m 'with' Soil Cohesion 10 kg / cm2 ∂ Soil 17.9 kg / cm2 Active soil coefficient 0.40 kg / m2 stability against 2.84> 1.5 shear safe against ground shear force. The rolling factor with a value of 1.9> 1.5 is safe against rolling forces, the slope of the bearing capacity is 4.55> 2.5 safe against landslides.
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