Selection of culvert form (Softcopy is also available) (Record no. 54910)

MARC details
000 -LEADER
fixed length control field 02321nam a2200169Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180822s9999||||xx |||||||||||||| ||und||
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number B TH-0774
Item number DAL
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Dalwadi, Mimansha (UC1012)
245 #0 - TITLE STATEMENT
Title Selection of culvert form (Softcopy is also available)
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Date of publication, distribution, etc 2018
300 ## - PHYSICAL DESCRIPTION
Extent i,xi,58,10p.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note CONTENTS :<br/>Acknowledgement I<br/>Abstract II <br/>Table of Contents III <br/>Abbreviations VII<br/>Definitions X<br/>1.1 Introduction about Culverts 1 <br/>1.2 Research Introduction 1<br/>1.3 Need for the Study 1 <br/>1.4 Research Objective 2<br/>1.5 Scope of the Research 2<br/>1.6 Limitations ofthe study 2<br/>1.7 Timeline of the Study 3<br/>1.8 Research Methodology 4<br/>2.1 Classification of culverts 5<br/>2.1.1 Structural Type of Culvert 5<br/>2.1.2 Type of Culvert based on the Shape 5<br/>2.2 Factors considered for the design of culverts 6<br/>2.3 Factors affecting culvert performance 6<br/>2.4 Types of distress in culverts 6<br/>2.5 Required site conditions 7<br/>2.6 Loading conditions 7<br/>2.7 Hydraulic design 10<br/>2.7.1 Inlet Control 12 11<br/>2.7.2 Outlet Control 11<br/>2.8 Criteria for selection of culverts 12<br/>2.9 Former studies done on culverts 15<br/>3.1 Data Requirement 17<br/>3.2 Selection of culvert type 18<br/>3.3 Pipe design 19<br/>3.3.1 Inputs for the Pipe Culverts 19<br/>3.3.2 Design of Pipe Culvert 19<br/>3.3.3 Bedding for the Pipes 19<br/>3.3.4 Reinforcement for the Pipe 21<br/>3.4 Box culvert design 23<br/>3.4.1 Inputs for the Box Design 23<br/>3.4.2 Live Load Calculations 23<br/>3.4.3 Loads and Reactions 25<br/>3.4.4 Lateral Earth Pressure 26<br/> 3.4.5 Case 1: Dead Loads and Live Loads acting on the outer walls, while no Water Pressure acting from inside 26<br/>3.4.6 Case 2: Dead Loads and Live Loads acting on the outer walls , and Water Pressure acting from inside 28<br/>3.4.7 Case 3: Live Load and Dead Load acting on top of the slab, Water Pressure acting from inside and no Lateral Pressure due to Live Load 30<br/>3.4.8 Reinforcement provided in Box Culvert 32<br/>3.4.8.1 Design of To Slab 32<br/>3.4.8.2 Design of Bottom Slab 34<br/>3.4.8.3 Design of Side-Walls 37<br/>3.5 Commercially available sizes of culverts 40<br/>4.1 Without Cushion 44<br/>4.2 With Cushion 50<br/>5.1 Conclusion 57<br/>References 58<br/>
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Sheth, Anal (Guide)
890 ## - Country
Country India
891 ## - Topic
Topic 2012 Batch
891 ## - Topic
Topic FT-UG
Holdings
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
    Dewey Decimal Classification     Faculty of Technology   CEPT Library CEPT Library 22/08/2018 Faculty of Technology B TH-0774 DAL 019831 22/08/2018 22/08/2018 Thesis
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