Scour- and Erosion-Related Issues: Proceedings of ISSMGE TC 213 Workshop (Lecture Notes in Civil Engineering, 177)
معرفی کتاب «Scour- and Erosion-Related Issues: Proceedings of ISSMGE TC 213 Workshop (Lecture Notes in Civil Engineering, 177)» نوشتهٔ Chirla N.V. Satyanarayana Reddy,Shinji Sassa (eds.)، منتشرشده توسط نشر Springer Nature Singapore Pte Ltd Fka Springer Science + Business Media Singapore Pte Ltd در سال 2021. این کتاب در فرمت pdf، زبان انگلیسی ارائه شده است.
This book comprises chapters on scour and erosion related issues. It is an outcome of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE) Technical Committee 213 Workshop on Scour and Erosion that was held on December 16, 2020. The ISSMGE TC213 Workshop was attended by 368 participants from 12 different countries worldwide. The contents of this book reflect recent advances in the mechanics and countermeasures of scour and erosion, including coastal protection, erosion control, etc. Covering practical issues of geotechnical engineering with academic and research inputs, this volume will be a useful reference for academia and industry alike. Foreword Preface Contents About the Editors Mechanics and Countermeasures of Scour and Internal Erosion: Tsunami/Wave-Seabed-Structure Interaction 1 Introduction 2 Tsunami-Seabed-Structure Interaction 2.1 Seepage Erosion 2.2 Effect of Overflow and Seepage Coupling on Scour 2.3 Countermeasure 3 Wave-Seabed-Structure Interaction 3.1 Wave-Induced Liquefaction and Scour Protection 3.2 Internal Erosion 3.3 Countermeasure 4 Summary References Behavior of Laterally-Loaded Piles Under Scoured Conditions at Bridges 1 Introduction 2 Behavior of Laterally-Loaded Piles Under Scoured Conditions 2.1 Overview 2.2 Single Piles 2.3 Group Piles 3 Lateral Behavior of Pile-Supported Bridges Under Scoured Conditions 3.1 Overview 3.2 Integrated Analysis for Pile-Supported Bridges Under Scoured Conditions 4 Conclusions References Scour—Mitigation, Predictions, and Limitations 1 Introduction 1.1 Coastal Erosion 1.2 Scour Inland 2 Case Study 3 Conclusions References Sustainable Hard and Soft Measures for Coastal Protection 1 Introduction 2 Why Is Coastal Protection Necessary? 3 Preliminary Studies 4 Coastal Protection Measures 4.1 General 4.2 Hard Engineering Measures 4.3 Soft Engineering Measures 5 Conclusions References Issues Related to Erosion and Its Effects on Structures in Visakhapatnam 1 Introduction 2 Effect of Erosion of Hill Slope Material on Foundation Stability 3 Erosion Related Issues in Excavated/Natural Hill Slopes 4 Beach Erosion 5 Conclusions References Erosion Control Solutions with Case Studies 1 Introduction 1.1 Basic Principles of Erosion 2 Typical Situations and Erosion Control Solution 2.1 Riverbank Erosion 2.2 Erosion at Bridge Locations 2.3 Guide Bunds 2.4 Drainage Channels 2.5 River Training 2.6 Lateral Spillways 3 Test Campaign and Results 3.1 Design Criteria for Stability 4 Case Studies 4.1 Mahanadi and Devi Nadi Orrisa (Near Paradeep) 4.2 Delhi Noida Bridge Across the River Yamuna (1999) 4.3 River Training Work Near Guide Bund on River Gandak 4.4 Strengthening Work of Existing River Embankment at River Hooghly, Budge Budge, South 24 C Parganas 4.5 Protection Work on Left Bank of Gandak Barrage at Valmikinagar 5 Summary References Geotextile Tube for Coastal Protection and Land Reclamation 1 Geotextile Tubes for Coastal Engineering Applications 1.1 Engineering Features of Geotextile Tubes 1.2 Applications for Geotextile Tubes 1.3 Design Procedure for Geotextile Tubes 1.4 Required Tensile Properties of Geotextile Tubes 1.5 Protection Measures Applied to Geotextile Tubes 2 High Strength Woven Engineering Geotextile Tube for Construction of Deep C Industrial Zones, Vietnam 2.1 Project Overview 2.2 Site Conditions 2.3 Design and Stability Analysis 2.4 High Strength Basal Reinforcement and Sand Filled Mattress 2.5 Construction Methodology 3 Specially EngineeringComposite Geotextile Tube for Coastal Protection of Meritus Pelangi Beach Resort in Langkawi, Malaysia 3.1 Project Background 3.2 Construction Methodology 4 Conclusion References
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