Image from Google Jackets

Design of bridge sub-structure and foundation system of a high level bridge across orsang river at Dabhoi-Tilkwada road (Softcopy is also available)

By: Contributor(s): Material type: TextTextPublication details: 2018Description: xi,182p.,4sheetsDDC classification:
  • SD TH-0237 PAN
Contents:
Table of Contents Declaration I Acknowledgement III Abstract IV Table of Contents V List of Tables VII List of Figures VII Abbreviations IX 1 INTRODUCTION 1 1.1 General 1 1.2 Super-Structure 1 1.3 Sub-Structure 2 1.4 Foundation System 3 1.5 Project Details 3 1.6 Objectives 5 1.7 Scope of Work 5 2 LITERATURE REVIEW 7 3 DETAILED METHODOLOGY 9 3.1 Hydraulic Study 9 3.2 Bearing Layout 13 3.3 Design Methodology 15 3.4 Limit State Design 15 3.4.1 Ultimate Limit State 15 3.4.2 Limit State of Serviceability 22 4 ANALYSIS AND DESIGN 25 4.1 General 25 4.2 Types of Loading 25 4.3 Analysis and Design of Pier Cap 34 4.4 Analysis and Design for Pier 37 4.5 Analysis & Design of Pile Cap 41 4.6 Analysis & Design of Pile 43 4.7 Analysis in STAAD Pro Software 45 5 RESULTS & OBSERVATIONS 47 5.1 Forces in Wall Type & Circular Pier 47 5.2 Design of Wall Type & Circular Pier 49 5.3 Design of Pile 50 6 Conclusion 53 REFERENCES 55 ANNEXURE 57
Tags from this library: No tags from this library for this title. Log in to add tags.
Star ratings
    Average rating: 0.0 (0 votes)
Holdings
Item type Current library Collection Call number Status Date due Barcode Item holds
Thesis CEPT Library Faculty of Technology SD TH-0237 PAN Not for loan 019910
Total holds: 0

Table of Contents
Declaration I
Acknowledgement III
Abstract IV
Table of Contents V
List of Tables VII
List of Figures VII
Abbreviations IX
1 INTRODUCTION 1
1.1 General 1
1.2 Super-Structure 1
1.3 Sub-Structure 2
1.4 Foundation System 3
1.5 Project Details 3
1.6 Objectives 5
1.7 Scope of Work 5
2 LITERATURE REVIEW 7
3 DETAILED METHODOLOGY 9
3.1 Hydraulic Study 9
3.2 Bearing Layout 13
3.3 Design Methodology 15
3.4 Limit State Design 15
3.4.1 Ultimate Limit State 15
3.4.2 Limit State of Serviceability 22
4 ANALYSIS AND DESIGN 25
4.1 General 25
4.2 Types of Loading 25
4.3 Analysis and Design of Pier Cap 34
4.4 Analysis and Design for Pier 37
4.5 Analysis & Design of Pile Cap 41
4.6 Analysis & Design of Pile 43
4.7 Analysis in STAAD Pro Software 45
5 RESULTS & OBSERVATIONS 47
5.1 Forces in Wall Type & Circular Pier 47
5.2 Design of Wall Type & Circular Pier 49
5.3 Design of Pile 50
6 Conclusion 53
REFERENCES 55
ANNEXURE 57

There are no comments on this title.

to post a comment.
Excel To HTML using codebeautify.org Sheet Name :- Location Chart
Location Chart Basement 1 (B1) Class No. 600 - 649, 660 - 699
(B1) :Mezzanine 1 Class No. 700 - 728
(B1) :Mezzanine 2 Class No. 728.1 - 799, 650 - 659, Reference Books, Faculty work
Basement 2 (B2) Class No. 000 - 599, 800-999
Basement 3 (B3) (Please Inquire at the Counter for resources) Theses, Students' works, Bound Journals, Drawings, Atlas, Oversize Books, Rare Books, IS codes, Non-book Materials