Comparative study of structural systems for deep water RCC pile berth with respect to various oceanographic and vessel parameters (Softcopy is also available)
Chowdhury, Ankita Roy (PT400116)
Comparative study of structural systems for deep water RCC pile berth with respect to various oceanographic and vessel parameters (Softcopy is also available) - 2018 - 136p.,25Sheets
CONTENTS
LIST OF TABLES 4
LIST OF FIGURES 5
LIST OF CHARTS 7
ABBREVIATIONS 9
CHAPTER 1 12
Introduction 12
General. 12
Need for Study. 13
Objective. 13
Scope of Work. 15
CHAPTER 2 16
Literature Review 16
CHAPTER 3 19
Problem Formulation 19
General. 19
Methodology. 19
Data collection and geometry for RCC pile jetty 21
Structural Layout 26
Primary and secondary beams system (P – S System). 26
Cross section of jetty (P – S System) for different seismic zones and tidal details. 28
All main beams system (P System). 32
Cross section of jetty (P System) for different seismic zones and tidal details. 34
Load data and load combinations 38
Dead load. 38
Live load. 38
Berthing Force. 38
Mooring Force. 42
Current Force. 43
Wave Force. 44
Hydrodynamic Force. 47
Wind Force. 49
Seismic Force. 50
Load combinations. 51
Model nomenclature and generation 52
Model nomenclature. 52
Model generation. 53
Selection of pile force evaluation 54
CHAPTER 4 56
Results and observations 56
Results
Charts for comparison of design forces acting on pile for varying water depths, with respect to seismic zones, pile spacings, soil conditions, vessel types and structural systems. 57
Charts for comparison of material consumption for varying water depths, with respect to seismic zones, pile spacings, soil conditions, vessel types and structural systems. 82
Charts for comparison of lateral forces and moments acting on pile for varying wave heights, with respect to seismic zones and depths of water during high tide. 99
Charts for comparison of lateral forces and moments acting on pile for varying wave heights, with respect to seismic zones and depth of water during low tide. 104
Observations. 116
CHAPTER 5 130
Conclusions and future scopes 130
Conclusions. 130
Future scope. 135
REFERENCES 136
SD TH-0224 / CHO
Comparative study of structural systems for deep water RCC pile berth with respect to various oceanographic and vessel parameters (Softcopy is also available) - 2018 - 136p.,25Sheets
CONTENTS
LIST OF TABLES 4
LIST OF FIGURES 5
LIST OF CHARTS 7
ABBREVIATIONS 9
CHAPTER 1 12
Introduction 12
General. 12
Need for Study. 13
Objective. 13
Scope of Work. 15
CHAPTER 2 16
Literature Review 16
CHAPTER 3 19
Problem Formulation 19
General. 19
Methodology. 19
Data collection and geometry for RCC pile jetty 21
Structural Layout 26
Primary and secondary beams system (P – S System). 26
Cross section of jetty (P – S System) for different seismic zones and tidal details. 28
All main beams system (P System). 32
Cross section of jetty (P System) for different seismic zones and tidal details. 34
Load data and load combinations 38
Dead load. 38
Live load. 38
Berthing Force. 38
Mooring Force. 42
Current Force. 43
Wave Force. 44
Hydrodynamic Force. 47
Wind Force. 49
Seismic Force. 50
Load combinations. 51
Model nomenclature and generation 52
Model nomenclature. 52
Model generation. 53
Selection of pile force evaluation 54
CHAPTER 4 56
Results and observations 56
Results
Charts for comparison of design forces acting on pile for varying water depths, with respect to seismic zones, pile spacings, soil conditions, vessel types and structural systems. 57
Charts for comparison of material consumption for varying water depths, with respect to seismic zones, pile spacings, soil conditions, vessel types and structural systems. 82
Charts for comparison of lateral forces and moments acting on pile for varying wave heights, with respect to seismic zones and depths of water during high tide. 99
Charts for comparison of lateral forces and moments acting on pile for varying wave heights, with respect to seismic zones and depth of water during low tide. 104
Observations. 116
CHAPTER 5 130
Conclusions and future scopes 130
Conclusions. 130
Future scope. 135
REFERENCES 136
SD TH-0224 / CHO