Comparative study of pile foundation systems and analysis methods for design of dolphin structures (Soft copy is also available) (Record no. 56783)
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000 -LEADER | |
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fixed length control field | 02076nam a2200193Ia 4500 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 191024s9999||||xx |||||||||||||| ||und|| |
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | SD TH-0242 |
Item number | BAL |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | Balar, Tanay H. (PT400117) |
245 #0 - TITLE STATEMENT | |
Title | Comparative study of pile foundation systems and analysis methods for design of dolphin structures (Soft copy is also available) |
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
Date of publication, distribution, etc | 2019 |
300 ## - PHYSICAL DESCRIPTION | |
Extent | viii,xi,70p.,iisheets |
505 ## - FORMATTED CONTENTS NOTE | |
Formatted contents note | CONTENTS<br/>INDEX<br/>Declaration I<br/>Approval Certificate II<br/>Acknowledgment III<br/>Abstract IV<br/>INDEX V<br/>List of Figures VII<br/>List of Tables VIII<br/>List of Graphs IX<br/>Abbreviation X<br/>1 INTRODUCTION 1<br/>1.1 General 1<br/>1.2 Need for study 3<br/>1.3 Objective 3<br/>1.4 Scope of work 4<br/>1.5 Organization of thesis 4<br/>2 LITERATURE REVIEW 5<br/>3 PROBLEM FORMULATION 7<br/>3.1 Methodology 7<br/>3.2 Data Collection 7<br/>3.2.1 General parameters of vessel data, berthing feasibility, tidal data, wave data, wind data, soil data 8<br/>3.3 Loads acting on structure 10<br/>3.3.1 Dead load 10<br/>3.3.2 Live load 10<br/>3.3.3 Berthing force 10<br/>3.3.4 Mooring force 13<br/>3.3.5 Current force 14<br/>3.3.6 Wave force 16<br/>3.3.7 Wind Force 19<br/>3.3.8 Seismic Force 21<br/>3.4 Load combinations 21<br/>3.5 Pile fixity 24<br/>3.5.1 IS code virtual fixity method 24<br/>3.5.2 Soil spring constant method 26<br/>3.6 Model generation 29<br/>3.7 Design of members 33<br/>4 RESULTS AND OBSERVATIONS 34<br/>4.1 Effect of raking of pile 34<br/>4.2 Comparison of IS code fixity and Soil Spring constant method 43<br/>4.3 Steel pile vs R.C. pile quantity and cost comparison 47<br/>5 CONCLUSION AND FUTURE SCOPE 48<br/>5.1 Conclusion 48<br/>5.2 Future scope 48<br/>6 References 49<br/>7 Annexure 50<br/>7.1 Excel sheet of load calculation 50<br/>7.2 Excel sheet of Crack-width calculation 50<br/>7.3 Excel sheet of Steel pile design 50<br/>7.4 Excel sheet of Quantity calculation 50<br/>7.5 Excel sheet of Pile plug design for steel pile 50<br/>7.6 Excel sheet of Geotechnical design of R.C. pile 50<br/>7.7 Excel sheet of Geotechnical design of Steel pile 50<br/> |
700 ## - ADDED ENTRY--PERSONAL NAME | |
Personal name | Kaw, Tarun (Guide) |
700 ## - ADDED ENTRY--PERSONAL NAME | |
Personal name | Shah, Dhara (Guide) |
890 ## - Country | |
Country | India |
891 ## - Topic | |
Topic | 2017 Batch |
891 ## - Topic | |
Topic | FT-PG |
891 ## - Topic | |
Topic | Structural Design |
Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
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Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 24/10/2019 | Faculty of Technology | SD TH-0242 BAL | 021581 | 24/10/2019 | 24/10/2019 | Thesis |