Determining lateral deflection of pile for various scour depth through different methods (Softcopy is also available)
Parikh, Dhairya Yogesh (PT401216)
Determining lateral deflection of pile for various scour depth through different methods (Softcopy is also available) - 2018 - ix,54p.
CONTENTS
Chapter 1: Introduction 1
1.1 General 1
1.2 Background 1
1.3 Need for study 2
1.4 Objective 3
1.5 Scope of Work 3
Chapter 2: Literature Review 5
Chapter 3: Objective and Methodology 11
3.1 Research objective 11
3.2 Detailed Methodology 11
Chapter 4 Analysis 13
4.1 IS: 2911-2010 method 13
4.2 Horizontal Spring method (Soil structure interaction) 16
4.2.1 Introduction 16
4.2.2 Equation for Lateral Spring Value 17
4.2.3 Modelling of Pile 19
4.3 Buckling Analysis 22
4.3.1 Introduction 22
4.3.2 Lateral load effect on the buckling 22
4.3.3 Procedure for finding out buckling load 23
4.3.4 Regression analysis 25
Chapter 5: Case Study & Observations 26
5.1 Hypothetical case 26
5.1.1 Results 27
5.1.2 Observations 31
5.2 Actual Case Study 32
5.2.1 Project A 32
5.2.2 Project B 33
5.2.3 Project C 34
5.2.4 Observations 34
Chapter 6: Conclusion 35
Future Scope 36
CHAPTER 7: REFERENCES 37
SD TH-0238 / PAR
Determining lateral deflection of pile for various scour depth through different methods (Softcopy is also available) - 2018 - ix,54p.
CONTENTS
Chapter 1: Introduction 1
1.1 General 1
1.2 Background 1
1.3 Need for study 2
1.4 Objective 3
1.5 Scope of Work 3
Chapter 2: Literature Review 5
Chapter 3: Objective and Methodology 11
3.1 Research objective 11
3.2 Detailed Methodology 11
Chapter 4 Analysis 13
4.1 IS: 2911-2010 method 13
4.2 Horizontal Spring method (Soil structure interaction) 16
4.2.1 Introduction 16
4.2.2 Equation for Lateral Spring Value 17
4.2.3 Modelling of Pile 19
4.3 Buckling Analysis 22
4.3.1 Introduction 22
4.3.2 Lateral load effect on the buckling 22
4.3.3 Procedure for finding out buckling load 23
4.3.4 Regression analysis 25
Chapter 5: Case Study & Observations 26
5.1 Hypothetical case 26
5.1.1 Results 27
5.1.2 Observations 31
5.2 Actual Case Study 32
5.2.1 Project A 32
5.2.2 Project B 33
5.2.3 Project C 34
5.2.4 Observations 34
Chapter 6: Conclusion 35
Future Scope 36
CHAPTER 7: REFERENCES 37
SD TH-0238 / PAR