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Geo-Congress 2022最新文献

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Foundation Performance of the Millennium Tower in San Francisco, California: One-Dimensional Settlement Analyses 加州旧金山千禧塔地基性能:一维沉降分析
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484036.036
N. Wagner, Micaela Largent, Hannah Curran, D. Murphy, Jeremy N. Butkovich, Hamid Nouri, J. Egan, J. Stewart
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引用次数: 0
Shrinkage Characteristics of Biopolymer Treated Expansive Soil 生物聚合物处理膨胀土的收缩特性
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484012.009
K. V. Vydehi, A. Moghal, Romana Mariyam Rasheed
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引用次数: 2
Numerical Simulation of Full-Scale Testing Performed on Multi-Axial Geogrid Stabilized Pavements 多轴土工格栅稳定路面全尺寸试验数值模拟
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484012.056
Prajwol Tamrakar, M. Wayne, W. Robinson
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引用次数: 1
Bluff Erosion Stabilization for the Shelby Dell Transmission Tower 谢尔比戴尔输电塔的断崖侵蚀稳定
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484036.035
M. Nodine, J. Pettus, James A. Nickerson
{"title":"Bluff Erosion Stabilization for the Shelby Dell Transmission Tower","authors":"M. Nodine, J. Pettus, James A. Nickerson","doi":"10.1061/9780784484036.035","DOIUrl":"https://doi.org/10.1061/9780784484036.035","url":null,"abstract":"","PeriodicalId":104774,"journal":{"name":"Geo-Congress 2022","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126560156","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Evaluating the Effect of Heating–Cooling Cycle on the Clay-Concrete Pile Interface 冷热循环对粘土-混凝土桩界面影响的评价
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484029.005
Murad Y. Abu-Farsakh, A. Idries, Shengli Chen
{"title":"Evaluating the Effect of Heating–Cooling Cycle on the Clay-Concrete Pile Interface","authors":"Murad Y. Abu-Farsakh, A. Idries, Shengli Chen","doi":"10.1061/9780784484029.005","DOIUrl":"https://doi.org/10.1061/9780784484029.005","url":null,"abstract":"","PeriodicalId":104774,"journal":{"name":"Geo-Congress 2022","volume":"108 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124235921","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
DEM Analysis of the Interplay between Soil Density and Earthquake Surface Fault Rupture in Layered Soils 层状土中土壤密度与地震地表断层破裂相互作用的DEM分析
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484036.056
Fernando E. Garcia, J. Bray
{"title":"DEM Analysis of the Interplay between Soil Density and Earthquake Surface Fault Rupture in Layered Soils","authors":"Fernando E. Garcia, J. Bray","doi":"10.1061/9780784484036.056","DOIUrl":"https://doi.org/10.1061/9780784484036.056","url":null,"abstract":"","PeriodicalId":104774,"journal":{"name":"Geo-Congress 2022","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127899840","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Use of FEM Analyses to Evaluate Performance of Subgrade Stabilization Technique over Poor Soils 利用有限元分析评价贫土路基稳定技术的性能
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484036.071
T. Moon, E. Wang, R. Sandiford, N. Yakubov
{"title":"Use of FEM Analyses to Evaluate Performance of Subgrade Stabilization Technique over Poor Soils","authors":"T. Moon, E. Wang, R. Sandiford, N. Yakubov","doi":"10.1061/9780784484036.071","DOIUrl":"https://doi.org/10.1061/9780784484036.071","url":null,"abstract":"","PeriodicalId":104774,"journal":{"name":"Geo-Congress 2022","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127933616","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Comparative Analysis of Static and Dynamic Tests of Piles in Difficult Soil Conditions 困难土条件下桩静力试验与动力试验的对比分析
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484029.025
A. Zhussupbekov, A. Yessentayev, V. Kaliakin
{"title":"Comparative Analysis of Static and Dynamic Tests of Piles in Difficult Soil Conditions","authors":"A. Zhussupbekov, A. Yessentayev, V. Kaliakin","doi":"10.1061/9780784484029.025","DOIUrl":"https://doi.org/10.1061/9780784484029.025","url":null,"abstract":"","PeriodicalId":104774,"journal":{"name":"Geo-Congress 2022","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132772776","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Reinforced Composites for Resilient Reinforced Soil Slopes to Prevent Rainfall Induced Failures 加固复合材料用于弹性加筋土边坡防止降雨破坏
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484012.061
K. Dhanya, P. Divya
{"title":"Reinforced Composites for Resilient Reinforced Soil Slopes to Prevent Rainfall Induced Failures","authors":"K. Dhanya, P. Divya","doi":"10.1061/9780784484012.061","DOIUrl":"https://doi.org/10.1061/9780784484012.061","url":null,"abstract":"","PeriodicalId":104774,"journal":{"name":"Geo-Congress 2022","volume":"20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116904152","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Design and Construction of a Soldier Pile and Lagging Wall in Piedmont Residual Soil 山前残积土中士兵桩与后墙的设计与施工
Geo-Congress 2022 Pub Date : 2022-03-17 DOI: 10.1061/9780784484050.055
G. Elliott, B. Shull, Kirsten Wilde Grant
{"title":"Design and Construction of a Soldier Pile and Lagging Wall in Piedmont Residual Soil","authors":"G. Elliott, B. Shull, Kirsten Wilde Grant","doi":"10.1061/9780784484050.055","DOIUrl":"https://doi.org/10.1061/9780784484050.055","url":null,"abstract":"","PeriodicalId":104774,"journal":{"name":"Geo-Congress 2022","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117251824","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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