Analysis, Design, and Construction Aspects of Geotechnical Structures : Select Proceedings of 8IYGEC 2021 (Lecture Notes in Civil Engineering) (2025)

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Analysis, Design, and Construction Aspects of Geotechnical Structures : Select Proceedings of 8IYGEC 2021 (Lecture Notes in Civil Engineering) (2025)

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  • 製本 Hardcover:ハードカバー版/ページ数 370 p.
  • 言語 ENG
  • 商品コード 9789819798308

Full Description

This book presents the select proceedings of the 8th Indian Young Geotechnical Engineers Conference (8IYGEC 2021) on the following conference themes: Foundation Engineering, Rock Engineering, Slope Stability and Landslides and Deep Excavation and Underground Structures. The book covers a wide range of topics on foundation engineering that include analysis and performance of piled raft foundations, uplift capacity of helical and micro piles, and behaviour of anchor plates. The topics on slope stability and landslides include early warning system for landslides, landslide mitigation and simulation, rainfall induced landslide analysis and slope stability assessment of highway embankments, backfills, concave slopes, coal mine overburden dump and shallow footing on slope. Further, the various aspects of deep excavation and underground structures including the performance predictive models and ground response due to excavations, buried drainage pipe leakage, and urban metro tunnel construction are covered in this book. This book can be a valuable reference for academicians and practicing engineers.

Contents

Simple Method for the Estimation of Bearing Capacity of Footings on Non-homogeneous Ground.- Design Aids for Forge Hammer Foundation.- Behavior of Horizontally Loaded Piles Inserted in Layered Soil with Cavities.- Three Dimensional Numerical Study of Large Piled Raft Foundations.- Comparison of PUF Barrier Reinforcement and Skirted Ground Reinforcement Techniques in Liquefiable Soils under Repeated Loading Events.- Uplift Capacity of the Footing Resting on Micro Pile Reinforced Expansive Clay.- Behavior of Large Piled-Raft Foundations on Sandy Soil based on Load Sharing Mechanism.

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