{"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。
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.
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