Parametric study on the effect of cushion height for box culvert (Soft copy is also available) (Record no. 56791)

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008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
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082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number SD TH-0250
Item number KAB
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Kabariya, Jaldeep Pravinbhai (PT400917)
245 #0 - TITLE STATEMENT
Title Parametric study on the effect of cushion height for box culvert (Soft copy is also available)
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Date of publication, distribution, etc 2019
300 ## - PHYSICAL DESCRIPTION
Extent ii,5,x,131p.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note Contents<br/>Declaration i<br/>Approval Certificate ii<br/>Acknowledgement iii<br/>Abstract iv<br/>LIST OF FIGURES vii<br/>LIST OF TABLES vii<br/>LIST OF GRAPHS viii<br/>CHAPTER 1: INTRODUCTION 1<br/>1.1 GENERAL INTRODUCTION. 1<br/>1.2 BOX CULVERT WITH CUSHION: 2<br/>1.3 GENERAL ARRANGEMENT DRAWINGS: 2<br/>1.4 IMPORTANT ASPECTS IMPACTING THE BOX CULVERT 5<br/>CHAPTER 2: LITERATURE REIVEW 9<br/>CHAPTER 3: DESIGN PHILOSOPHY 15<br/>3.1 DESIGN PHILOSOPHY AS PER IRC 112-2011 15<br/>3.1.1 LIMIT STATE DESIGN PHILOSOPHY: 16<br/>3.2 DESIGN OF A BOX CULVERT (STRUCTURAL STRENGTH): 16<br/>3.2.1 ULTIMATE LIMIT STATE OF FLEXURE: 16<br/>3.2.2 ULTIMATE LIMIT STATE OF SHEAR: 17<br/>3.3 DESIGN OF A BOX CULVERT (SERVICEABILITY REQUIREMENTS): 18<br/>3.3.1 STRESS LIMITATIONS: 19<br/>3.3.2 CRACK WIDTH LIMITATIONS: 19<br/>3.3.3 Deflection limitations: 20<br/>CHAPTER 4: PROJECT DESCRIPTION 21<br/>4.1 REQUIRMENT FOR THE STUDY 21<br/>4.2 SCOPE OF THE PROJECT 21<br/>4.3 WORK METHODOLOGY 22<br/>4.4 CONSIDERATIONS FOR THE PARAMETRIC STUDY 22<br/>CHAPTER 5: ANALYSIS AND DESIGN 25<br/>5.1 GENERAL: 25<br/>5.2 LOAD: 25<br/>5.2.1 DEAD LOAD: 25<br/>5.2.2 VEHICULAR LIVE LOAD: 25<br/>5.2.3 TEMPERATURE FORCES: 28<br/>5.3 SOIL MODELLING: 28<br/>5.4 LOAD COMBINATIONS: 28<br/>5.4.1 TYPICAL LOAD COMBINATIONS. 29<br/>CHAPTER 6: RESULTS AND OBSERVATIONS 33<br/>6.1 GENERAL: 33<br/>6.2 BOX CULVERT (3000X3000): 33<br/>GRAPHICAL RESULTS (3000X3000): 46<br/>6.3 BOX CULVERT (3000X2000): 51<br/>6.3.1 Tables for variation in the parameters for 3000x2000 mm box culvert: 51<br/>6.3.2 Graphical representation for box culvert (3000x2000 mm): 56<br/>6.4 BOX CULVERT (2000X3000 mm): 60<br/>6.4.1 Tables for variation in the parameters for 2000x3000 mm box culvert: 60<br/>6.4.2 Graphical representation for box culvert (2000x3000 mm): 66<br/>6.5 BOX CULVERT (2000X2000 mm): 70<br/>6.5.1 Tables for variation in the parameters of 2000x2000 mm box culvert: 70<br/>6.5.2 Graphical representation for box culvert (2000x2000 mm): 77<br/>CHAPTER 7: CONCLUSION 81<br/>CONCLUSION: 81<br/>FUTURE SCOPE: 81<br/>CHAPTER 8: ANNEXURE 83<br/>
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Patel, Devang (Guide)
890 ## - Country
Country India
891 ## - Topic
Topic 2017 Batch
891 ## - Topic
Topic FT-PG
891 ## - Topic
Topic Structural Design
Holdings
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    Dewey Decimal Classification     Faculty of Technology   CEPT Library CEPT Library 24/10/2019 Faculty of Technology SD TH-0250 KAB 021589 24/10/2019 24/10/2019 Thesis
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