Waterfront and coastal concrete marine structures are exposed to severe environmental conditions for which concrete is ideally suited. These conditions include wind; waves, including seiches and tsunamis; ice and ship impact; abrasion and impact from floating debris; passing vessel effects; and seismic events. As many of these structures are pile-supported, the seismic loading can be critical and, therefore, a discussion of piles and their installation is included in this guide. Also provided are the measures that can be taken to minimize the undesirable effects of these environmental factors and reduce the potential for serious problems. This guide also defines waterfront and coastal concrete marine structures, discusses materials that can be used to construct them, describes potential durability issues and how to mitigate them, and presents sustainability and serviceability requirements. Design loads, analysis techniques, design methodology, and construction considerations are also presented. Other topics include quality control (QC), above-water and below-water inspection of these structures, and repair of damaged structures. The materials, processes, QC measures, and inspections described in this guide should be tested, monitored, or performed as applicable only by qualified individuals holding the appropriate ACI certifications or equivalent. Keywords: construction procedures; durability; inspection; marine structures; materials, quality control; serviceability; sustainability; structural analysis; structural design.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 3<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | CHAPTER 1\u2014 GENERAL 1.1\u2014Introduction 1.2\u2014Scope CHAPTER 2\u2014 NOTATION AND DEFINITIONS 2.1\u2013\u2013Notation <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | CHAPTER 3\u2014 TYPES AND STRUCTURAL CONFIGURATIONS OF CONCRETE MARINE STRUCTURES 3.1\u2014General definition 3.2\u2014Functional classification 3.3\u2014Layout and operational terminology <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 3.4\u2014Structural configurations 3.5\u2014Application of concrete in marine structures 3.6\u2014Concrete marine structures in contemporary design practice CHAPTER 4\u2014 MATERIALS 4.1\u2014General 4.2\u2014Cementitious materials <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 4.3\u2014Aggregates 4.4\u2014Water 4.5\u2014Chemical admixtures <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 4.6\u2014Concrete 4.7\u2014Fibers 4.8\u2014Deformed reinforcement <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 4.9\u2014Prestressing systems 4.10\u2014Prestressing anchorages <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 4.11\u2014Prestressing ducts <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 4.12\u2014Grout for bonded prestressing tendons CHAPTER 5\u2014 DURABILTY 5.1\u2014General 5.2\u2014Exposure zones <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 5.3\u2014Marine durability problems <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 5.4\u2014Concrete mixture design considerations 5.5\u2014Protection against corrosion of reinforcement <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | 5.6\u2014Abrasion resistance <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | 5.7\u2014Service life prediction models CHAPTER 6\u2014 SUSTAINABILITY AND SERVICEABILITY REQUIREMENTS 6.1\u2014General 6.2\u2014Sustainability for waterfront and coastal concrete structures <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 6.3\u2014Marine environments and their demands on waterfront and coastal structures <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | 6.4\u2014Serviceability requirements 6.5\u2014Component replacement CHAPTER 7\u2014 LOADS, ANALYSIS, AND DESIGN 7.1\u2014Requirements and design criteria 7.2\u2014General requirements for loads 7.3\u2014Dead loads 7.4\u2014Vertical live loads <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | 7.5\u2014Horizontal loads 7.6\u2014Ice loads 7.7\u2014Thermal loads <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | 7.8\u2014Deformation loads 7.9\u2014Seismic loads 7.10\u2014Load combinations 7.11\u2014Design concepts <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | 7.12\u2014Analysis <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 7.13\u2014Design of members <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | 7.14\u2014Member design for seismic loads 7.15 \u2014Pile design <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | 7.16\u2014Consideration of slope deformations CHAPTER 8\u2014 CONSTRUCTION CONSIDERATIONS 8.1\u2014General <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | 8.2\u2014Environmental and physical constraints 8.3\u2014Local construction experience and practice 8.4\u2014Construction staging and access 8.5\u2014Construction methods <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | CHAPTER 9\u2014 QUALITY CONTROL AND INSPECTION 9.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | 9.2\u2014Quality control tests 9.3\u2014Inspection <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | CHAPTER 10\u2014 REPAIR 10.1\u2014General 10.2\u2014Strength and durability 10.3\u2014Above-water repairs <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | 10.4\u2014Below-water repairs <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | CHAPTER 11\u2014 REFERENCES <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | APPENDIX A <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 357.3R-14 Guide for Design and Construction of Waterfront and Coastal Concrete Marine Structures<\/b><\/p>\n |