Scour- and Erosion-Related Issues: Proceedings of ISSMGE TC 213 Workshop

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