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Titlebook: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4; Applied Ground Impro Cholachat Rujikia

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發(fā)表于 2025-3-21 18:08:13 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4
副標題Applied Ground Impro
編輯Cholachat Rujikiatkamjorn,Jianfeng Xue,Buddhima In
視頻videohttp://file.papertrans.cn/765/764545/764545.mp4
概述Beneficial for researchers, academics, and practitioners in the field of geotechnical engineering.Covers geotechnical engineering challenges related to road, railway, and airfield transportation infra
叢書名稱Lecture Notes in Civil Engineering
圖書封面Titlebook: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4; Applied Ground Impro Cholachat Rujikia
描述.This book presents select proceedings of the 5th International Conference on Transportation Geotechnics (ICTG 2024). It includes papers on ground improvement methodologies, dynamics of transportation infrastructure, and geotechnical intricacies of mega projects. It covers topics such as underground transportation systems and heights of airfields and pavements. This book discusses diverse thematic landscapes, offering profound explorations into sensor technologies, data analytics, and machine learning applications. The publication highlights advanced practices, latest developments, and efforts to foster collaboration, innovation, and sustainable solutions for transportation infrastructure worldwide. The book can be a valuable reference for researchers and professionals interested in transportation geotechnics..
出版日期Conference proceedings 2025
關鍵詞Mechanistic-empirical Design; Optimized Geomaterial; Sustainability in Transportation Geotechnics; Harb
版次1
doihttps://doi.org/10.1007/978-981-97-8225-3
isbn_softcover978-981-97-8227-7
isbn_ebook978-981-97-8225-3Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
The information of publication is updating

書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4影響因子(影響力)




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4影響因子(影響力)學科排名




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書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4網絡公開度學科排名




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4被引頻次




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4被引頻次學科排名




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書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4年度引用學科排名




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4讀者反饋




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 4讀者反饋學科排名




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Cholachat Rujikiatkamjorn,Jianfeng Xue,Buddhima InBeneficial for researchers, academics, and practitioners in the field of geotechnical engineering.Covers geotechnical engineering challenges related to road, railway, and airfield transportation infra
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https://doi.org/10.1007/978-981-97-8225-3Mechanistic-empirical Design; Optimized Geomaterial; Sustainability in Transportation Geotechnics; Harb
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Anurag Kapoor and politics, which is becoming increasingly important in a complex world. The aim of this book is to show that the negative isolationism pursued in order to counteract western influence is not the answer and can be avoided through this awareness..978-3-030-41304-0978-3-030-41302-6Series ISSN 1566-7669
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Finite Element Analysis to Simulate Installation of Controlled Modulus Columns,mb Model. The load-carrying capacity of a controlled modulus column and the influence zone around a column during installation were determined considering the stress distribution and soil deformation around a column during installation.
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Spectral-Based Solutions for Consolidation Analysis of Multilayered Soil under Various Drainage Boundary Conditions,uracy and flexibility. EPWP and settlement at different depths can be estimated such that they agree better with the field data, and the study also indicates that there is a noticeable discrepancy in the predicted consolidation when the drainage boundary condition is not considered properly.
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