The so-called thesis outline refers to the necessary preparations made by the author before writing, which is the concrete embodiment of the thesis's conception and discussion. Conceiving an article refers to organizing the design of the text structure of the graduation thesis, so that the author can arrange materials according to the outline of the thesis and demonstrate the thesis. Below I recommend two templates for outline of civil engineering papers, I hope you like them!
Template of civil engineering thesis outline 1
Abstract 3-5
Abstract 5-7
1 Introduction 1 1-27
1. 1 research background and significance 1 1- 14
1. 1 paper research background 1 1- 13
1. 1.2 research significance 13- 14
1.2 research status at home and abroad 14-24
1.2. 1 Study on granular material characteristics of gravel soil 14- 17
1.2.2 Study on the influence of seepage on landslide stability
Review on the Research Progress of 1.2.3 23-24
1.3 research purpose and content 24-27
1.3. 1 research purpose 24-25
1.3.2 main research contents and technical route 25-27
2 Types and characteristics of seepage failure of Chongqing gravel subgrade in reservoir area 27-4 1
2. 1 Water level change and geological disaster distribution in Three Gorges Reservoir 27-29
2. 1. 1 Distribution of Water-level-fluctuating Zone of Reservoir and Water Regulation of Reservoir 27-28
2. 1.2 Distribution Map of Geological Hazards in Chongqing Reservoir Area 28-29
2.2 Regional Geomorphology and Geological Features of Chongqing Reservoir Area 29-34
2.2. 1 reservoir area 29-30 Chongqing regional landform
2.2.2 Geological Characteristics of Water-affected Area of Chongqing Reservoir 30-34
2.3 Analysis of Types and Causes of Gravel Soil Disasters in Chongqing Highway in Reservoir Area 34-40
2.3. 1 Chongqing Highway Overview 34-37
2.3.2 Chongqing reservoir area highway subgrade disaster incentives 37
2.3.3 Disease Types of Gravel Soil Subgrade of Chongqing Highway in Reservoir Area 37-40
2.4 Overview of this chapter 40-4 1
3 Study on Physical and Mechanical Properties and Permeability Strength Parameters of Subgrade Gravel Soil 4 1-8 1
3. 1 Material characteristics of gravel soil 4 1-42
3.2 Parameter Test of Subgrade Gravel Soil Foundation 42-49
3.2. 1 Gradation of subgrade crushed stone soil particles 42-43
3.2.2 Determination of Test Gradation of Gravel Soil 43-45
3.2.3 Physical parameters of gravel soil 45-47
3.2.4 Test Results and Analysis 47-49
3.3 Variation Law of Compressive Modulus Gradient of Gravel Soil 49-54
3.3. 1 experimental design 49-52
3.3.2 Compression test results and analysis 52-54
3.4 Analysis of Influencing Factors of Shear Strength of Gravel Soil 54-67
3.4. 1 experimental design 54-56
3.4.2 P-S curve and test value 56-59
3.4.3 Influence of percentage content of fine-grained soil on shear strength 59-6 1
3.4.4 Effect of water content of fine-grained soil on shear strength 6 1-63
3.4.5 The percentage content of fine-grained soil and its water content affect C,? The influence of 63-65
3.4.6 Comparison between indoor test and field large shear test 65-67
3.5 Triaxial Test of Gravel Soil 67-74
3.5. 1 sample making and experimental design 67-68
3.5.2 Triaxial CD Test Curve of Gravel Soil 68-72
3.5.3 Analysis of test results and influencing factors 72-74
3.6 Field Static Load Test 74-77
3.7 Regional Characteristics of Gravel Soil Parameters in Reservoir Area 77-78
3.8 Overview of this chapter 78-8 1
Fluid-solid coupling analysis of gravel soil subgrade in 8 1-95 reservoir area
4. 1 Influencing factors of subgrade gravel soil permeability 8 1-82
4.2 Experimental Analysis of Permeability Characteristics of Subgrade Gravel Soil 82-87
Darcy's seepage law 82-83
4.2.2 Gravel soil permeability test parameters 83-87
4.3 Fluid-solid coupling calculation of highway gravel subgrade 87-93
4.3. Fluid-solid coupling of1gravel soil. Calculation model 87-92
4.3.2 Dynamic Function of Permeability Coefficient of Gravel Soil 92-93
4.4 Overview of this chapter 93-95
5 Stability Analysis of Seepage Weakening of Highway Gravel Soil Subgrade in Reservoir Area 95- 1 17
5. 1 Analysis of the Influence of Water Content on the Mechanical Properties of Subgrade Gravel Soil 95- 102
5. 1. 1 Influence of water content on mechanical properties of gravel soil 95-1kloc-0/
5. 1.2 Influence of reservoir water on shear strength of crushed stone soil 10 1- 102
5.2 Determination of Saturation Line of Gravel Soil Subgrade when Reservoir Water Level drops102-11
5.2. 1 establish the calculation model of phreatic unsteady seepage 102- 104
5.2.2 Solution of saturation line in sliding body when reservoir water level drops 104- 106
5.2.3 Simplified solution of calculation formula 106- 109
5.2.4 Calculation of inclined saturation line of stable reservoir water 109- 1 10
5.2.5 Calculation of saturation line of inclined aquiclude caused by reservoir water level110-11
5.3 Calculation of subgrade weakening under the influence of reservoir water level11-114
5.4 Case Analysis of Gravel Soil Subgrade Slope114-116
5.5 Overview of this chapter116-117
6 Stability Analysis of Gravel Landslide on Wushan Highway117-131
6. 1 Regional Overview of Gravel Landslide117-119
6.2 regional engineering geology of landslide area119-121
6.2. 1 formation lithology and hydrogeological conditions 19- 120
6.2.2 Groundwater types and distribution 120
6.2.3 Geological structure and earthquake 120- 12 1
6.3 Formation Mechanism of Highway Gravel Landslide 12 1- 123
6.3. 1 sliding shape 12 1- 122
6.3.2 Causes of Landslide 122- 123
6.4 Composition and physical parameters of sliding body 123- 125
6.4. 1 sliding body composition 123
6.4.2 The physical parameter of the sliding mass is 123- 125.
6.5 stability analysis of gravel landslide 125- 130
6.5. 1 numerical calculation of landslide seepage 125- 127
6.5.2 Stability calculation of typical seepage sliding surface of gravel soil 127- 130
6.6 Overview of this chapter 130- 13 1
7 conclusions and suggestions 13 1- 133
7. 1 main conclusion 13 1- 132
7.2 Suggestions and Prospects 132- 133
Thank you 133- 135
Reference 135- 145
Appendix 145
Catalogue of papers published by the author during his degree study 145
B. Catalogue of scientific research achievements obtained by the author during his degree study 145
Civil engineering thesis outline template II
Abstract 3-4
Abstract 4-5
Chapter 1 Introduction 8-22
1. 1 project background 8- 10
1.2 Study on the function of materials and components under load and corrosive environment 10- 17
1.2. 1 research contents of materials and components under load and corrosive environment 10
1.2.2 theoretical study on the action of materials and components under load and corrosive environment 10
1.2.3 experimental study of materials and components under load and corrosive environment
1.3 Study on Fatigue Performance of Reinforced Concrete Members
1.3. 1 Research on Fatigue Fracture Foundation of Concrete Members
1.3.2 Study on Fatigue Damage Accumulation Theory
Study on Corrosion Fatigue of Reinforced Concrete Beams
1.4. 1 fatigue corrosion and fracture mechanism of reinforced concrete beams
1.4.2 Research significance of coupling effect of corrosion and fatigue
1.5 paper research work 20-22
Chapter II Experimental Design 22-33
2. 1 Introduction 22
2.2 Test Beam Design and Material Testing 22-24
2.2. 1 design of reinforced concrete test beam 22-23
Material testing 23-24
2.3 Manufacture of Test Beams 24-26
2.4 Test beam load and corrosion test design 26-28
2.4. 1 bearing capacity test 26
2.4.2 Constant load and chloride environment coupling test 26-27
2.4.3 Coupling effect test of alternating load and chloride environment 27-28
2.5 Measuring Point Layout and Data Acquisition Method 28-30
2.6 Test method for chloride ion concentration of test beams 30-32
2.6. 1 sampling method of concrete powder 30-3 1
2.6.2 chloride ion content test 3 1-32
2.7 Overview of this chapter 32-33
Chapter III Experimental Study on Concrete Beams under the Coupling Effect of Constant Load and Corrosive Environment 33-42
3. 1 Introduction 33
3.2 Bearing Capacity Test 33-37
3.3 Experimental study on the performance of beams under the coupling effect of dead load and corrosive environment 37-4 1
3.3. 1 test loading process 37-39
3.3.2 Analysis of deflection results of test beam 39-4 1.
3.4 Overview of this chapter 4 1-42
Chapter IV Experimental Study on Concrete Beams under Coupling Action of Alternating Load and Corrosive Environment 42-64
4. 1 Introduction 42
4.2 Test Overview 42-44
4.3 Test Results and Analysis 44-57
4.3. 1 test process and failure mode 44-47
4.3.2 Load deflection curve analysis of fatigue beam 47-52
4.3.3 Strain analysis of beam concrete under the same load amplitude and different environments 52-54
4.3.4 Analysis of beam concrete cracks in different environments with the same load amplitude 54-56
4.3.5 Natural frequency analysis of beams under different environments with the same load amplitude 56-57
4.3.6 Corrosion potential analysis of reinforcement in corrosion test beam 57
4.4 Analysis of chloride diffusion law of concrete beams in corrosive environment 57-6 1
4.4. 1 chloride ion content of corrosion fatigue beam 57-59
4.4.2 Comparison of chloride ion content between static load and alternating test beams 59-6 1
4.5 Analysis of Corrosion Fatigue Characteristics 6 1-62
4.6 Overview of this chapter 62-64
Chapter V Conclusion and Prospect 64-66
5. 1 Introduction 64
5.2 Basic conclusion 64-65
5.3 Prospects 65-66
References 66-69
Research results and published academic papers during the application for degree 69-70
Confirmation 70
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