The document provides details about the Bandra-Worli Sea Link bridge project in Mumbai, India. It discusses the objectives of reducing traffic and travel time. Key aspects summarized include that it is the longest sea bridge in India at 5.6 km long, with cable-stayed towers up to 128 meters high, and construction from 2000-2010 with challenges that delayed completion. Foundations included over 50 piles up to 663 meters deep, and precast concrete segments were used for the superstructure.
The new Bandra-Worli Sea Link is a symbol of the great advances of the economy and engineering capabilities
of the India which is reflection of modern infrastructure
The new Bandra-Worli Sea Link is a symbol of the great advances of the economy and engineering capabilities
of the India which is reflection of modern infrastructure.
The new Bandra-Worli Sea Link is a symbol of the great advances of the economy and engineering capabilities
of the India which is reflection of modern infrastructure
The new Bandra-Worli Sea Link is a symbol of the great advances of the economy and engineering capabilities
of the India which is reflection of modern infrastructure.
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A suspension bridge is a type of bridge in which the deck is hung below suspension cables on vertical suspenders. The basic structural components of a suspension bridge system include stiffening girders/trusses, the main suspension cables, main towers, and the anchorages for the cables at each end of the bridge.
Detailed presentation of Arch and cable stayed bridge connecting bandra to worli in Mumbai.One of the traffic decongestion efforts by Municipal corporation of Bombay.
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A suspension bridge is a type of bridge in which the deck is hung below suspension cables on vertical suspenders. The basic structural components of a suspension bridge system include stiffening girders/trusses, the main suspension cables, main towers, and the anchorages for the cables at each end of the bridge.
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Hello Friends Myself SHUBHAM RANA . I am pursuing B.Tech in Civil Engineering from IIT ROORKEE. This is the glimpse of my work and basic aspects which I learned while doing my Internship in Larsen and Toubro Heavy Civil Infra IC. Thank You :)
Detailed Power point presentation on Implementation of 4 lane Cable Stayed Road over bridge at Bardhman- a future fast track model for construction over busy and longer Railway yards in India
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Future fast track model for new road over bridge spanning over railway yard- ...Rajesh Prasad
Implementation of 4 lane cable stayed road over bridge is nearing completion. It is felt that it could be a future fast track model for construction of ROB over busy railway yard in India
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By S.K.Patel, P C Gandhi S R Shah J N Prajapati
at 31st National Convention of Civil Engineers
organised by
Gujarat State Center, The Institution of Engineers (India) at Ahmedabad
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
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• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
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• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
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Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
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Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
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A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
2. Belagavi - 590018
Technical Seminar On
BANDRABANDRA--WORLI SEAWORLI SEA
LINKLINK
Visvesvaraya Technological University
LINKLINK
By:
KAVYA HULLUR
(USN : 2VX19CSE05)
Under the Guidance
Prof. KIRAN MALIPATIL
DEPARTMENT OF CIVIL ENGINEERING
VTU BELAGAVI. 2
3.
4. CONTENTS
Introduction
Location
Objectives
Sequence of the project
Characteristics
Main components Main components
Foundation and substructure construction
Superstructure construction
Cable stayed bridge
Loading
Conclusion
References
5. INTRODUCTION
The Bandra-Worli Sea Link, officially called Rajiv
Gandhi Sea Link, is a cable-stayed bridge with pre-
stressed concrete-steel viaducts on either side that
links Bandra in the Western Suburbs of Mumbai with
Worli in South Mumbai across the Mahim Bay.
Bandra-Worli Sea Link is the longest sea bridge of
india.
Designed By : Sheshadri Srinivasan(Structural
engineer ).
Commissioned By : Maharashtra State Road
Development Corporation.
6. Cont..
Constructed By : Hindustan Construction company,
India ( HCC)
The foundation stone was laid in 1999,Construction
started on 2000, opened to the public on 30 June
2009, all eight lanes were opened on 24 March 2010.2009, all eight lanes were opened on 24 March 2010.
The original plan estimated the cost at ₹6.6 billion to
be completed in five years but the project was
subjected to numerous public interest litigations, with
the 5 year delay resulting in the cost escalating to ₹16
billion .
8. Side view of main cable stayed Front view of main cable stayed
9. OBJECTIVES
To reduce the traffic flow along the corridor of Mumbai.
The sea link reduces travel time between Bandra and
Worli during peak hours from 20-30 minutes to 10
minutes.
Estimated savings in fuel and vehicle operating cost is
around $ 16.2 million .
Reduced accidents, noise pollution and air pollution .
10.
11. Official Name Rajiv Gandhi Sea Link
Carries 8 lane of traffic
Design cable-stayed , concrete-steel
precast viaducts
Total length 5.6 kilometers (3.5 miles)
CHARACTERISTICS
Total length 5.6 kilometers (3.5 miles)
Width 2x20 meters (66 ft)
Height 126 meters (413 ft)
Longest span 2x250 meters (820ft)
Toll System Automated 16-Lane Toll Plaza
12.
13. CONSTRUCTION
Foundation and Substructure
The foundations being the most important elements of the
bridge, it’s also one of the most challenging activities at
the project due to geological conditions.
All the Piles in the Project are vertical and cast-in-situ All the Piles in the Project are vertical and cast-in-situ
permanent steel liners and are friction and end-bearing
type of Piles.
The foundations were designed by Lachel Felice. The
drilled shaft method construction was used to for the
shafts.
15. The piles are driven with RCD Rigs mounted on the
Jack up Platforms.Construction of cofferdam followed
by the placement of tremie seal after the dewatering is
Process
required for the erection of a pile.
Concrete produced at the Batching Plant under
controlled conditions is transported by agitator drums
on concrete barges and is placed at the required
location using Concrete Pumps.
16. Number of Piles from P1 to P18
and P20 to P60 are 4and each are of
diameter 1500mm except for P17,
P18, P20 and P21 which has Piles
of diameter 2000mm.
The number of Piles for P19 is 52
including both north and south
Constructed piers
including both north and south
carriageways, and the diameter for
each Pile is 2000mm.
Lastly, P27 and P30 have 6 Piles
each of diameter 2000mm, this
includes both carriageways. The
depth of each Pile varies from
5.15m to 663.4m at P19.
17. Construction of foundation below the
cable stayed portion
RCD Drill Bit used in RCD Rigs for
foundation construction
18. The Piers for the bridge are hollow but the Piercaps
are solid mass of concrete.Prefabricated reinforcement
cages are brought at site for the construction of the
piers and sacrificial concrete lines are installed with a
Pile cap and Pier
SUB STRUCTURE CONSTRUCTION
piers and sacrificial concrete lines are installed with a
top cover so as to create the hollow part inside them.
Once inner liners are installed the cage is aligned in
the position and placed as requisite and concreting is
done after installing the outer form. The recess for
bearing installation is cast with Pier cap.
21. The formwork for the Sub structure Completion of pierThe formwork for the Sub structure
construction
Completion of pier
Constructed piers
22. SUPER STRUCTURE CONSTRUCTION
Segments
The segments are cast at a centralized pre-casting
yard using short line method of casting, which means
once a segment is casted its conjugate segment isonce a segment is casted its conjugate segment is
casted right after it so as the two of them matches.
A typical 50m span comprises of 15 numbers of
precast segments.
The segment weights vary from 110 tons to 140 tons
per segment. The segment length varies from 3000 mm
to 3200 mm.
23. Segment being cast and its conjugate
Segment being taken from the casting yard
to jetty
27. Cable stayed bridge construction can be divided
among following components:
Construction of foundation
Construction of Tower or Pylon below deck
Construction of Diaphragm
Construction of Pier Table
Construction of Tower or Pylon above deck
Erection of Deck and Stay Cables
Stressing of Stay Cables
Wet Joint Construction
Continuity PT and Grouting of Cables
Force adjustment and fine tuning.
28. Construction of foundation
The P19 Pylon of Bandra Worli Sea Link stands on a
foundation comprising of 52 nos. M50 Piles, each of 2m
diameters.
29. Construction of Tower or Pylon below deck
The construction of Pylon below includes 6 lifts of M60 grade
concrete each of 3.0m and 1 lift of 3.260m. The rebar layout for
every leg is predesigned and the steel bars are being cut and bent as
per the requirements of the prefabricated reinforcement cages at the
rebar fabrication yard.
Construction process of pylon
30. Construction of Pier Table
The Pire Table constitutes the cast-in-situ diaphragms,
adjacent segments and segments between and outside Tower
Legs.
31. Construction of Tower or Pylon above deck
The following wind speeds are
binding according to the static
calculations:
During working and
climbing process:
Max wind speed = 70kmph
Bandra cable stayed
Max wind speed = 70kmph
Wind speed-exceeding
70kmph:
All working and climbing
process to be stopped
Wind speed-exceeding
100kmph:
Close formwork
32. Erection of Deck and Stay Cables
The deck or road bed is the roadway surface of a cable-stayed
bridge.
Dead loads are taken to be just the weight of the precast deck
section; any reinforcing steel is assumed to be accounted for by the
increased density of the concrete.
Density of reinforced concrete = 2400 kg/m3=24 KN/m3
Cross-sectional deck area =7.2m2 Cross-sectional deck area =7.2m2
Force per unit length on deck=Density × Area=24 × 7.2=172.8
KN/m
Deck Cross Section
33. Cables
Each cable consists a group of steel wires ( 6 wires ) has a diameter
7mm with a breaking limit of 6.28 Tonnes.
Group of these wires was packed in two layers of HDPE (High
Density Poly Ethylene) material, Six different sizes of cables were
used in the cable stayed portion. The difference between them was
only on the basis of number of steel wires in each cable. Six different
types used were of 61, 73, 85,91, 109 and 121 steel wires.
.
36. The cable-stayed portion of the Bandra channel is 600 meters in
overall length between expansion joints and consists of two 250-meter
cable supported main spans flanked by 50 meters conventional
approach spans. A centre tower, with an overall height of 128 meters
above pile cap level with inverted Y shape.
Worli cable stayed tower
Bandra cable stayed tower
The cable-stayed portion of the Worli channel is 350 meters in
overall length between expansion joints and consists of one 150
meters cable supported main span flanked by two 50 meters
conventional approach spans. A centre tower, with an overall height
of 55 meters, supports the superstructure above the pile cap level
with inverted I shape.
Worli cable stayed tower
37. Loading
Dead Loads
Super-imposed Dead Load
Live Traffic Loading
1. HA : HA is the combination of the effects of a
UDL over a notional lane and a knife-edge load place
at the most critical point within this lane.at the most critical point within this lane.
2. HB : HB loading takes account of a particularly
large truck placed at the most critical point along the
bridge.
Wind Loading
Seismic Loading
Natural Frequency
38. Loading Calculations
Loads Factors Value
Dead 1.05 177.9kN/m
Super-imposed
Dead
1.75 178.5kN/m
HA 1.5 13.5kN/m
HB 1.3 45 units,
nominally
146.3kN per
wheel
39. CONCLUSION
Having studied the Bandra Worli Sea Link in depth
we can appreciate that it is a worthy representation of
current bridge engineering technology and a good
example of what is possible in the current climate.
The optimised execution of the inverted Y design of The optimised execution of the inverted Y design of
the pylon is a solution that is both aesthetically and
technically successful.
The use of tensioning mechanisms has provided an
efficient compromise between deck sizing and costly
strengthening methods.
40. REFERENCES
Bandra–Worli Sea Link – Wikipedia.
Modal Analysis of Cable Stayed Bridge (Bandra-Worli Sea
Link) using ANSYS IJSRD - International Journal for
Scientific Research & Development Vol. 4, Issue 03, 2016.
Case Study of Bandra-Worli Sea Link by K.K.Wagh Case Study of Bandra-Worli Sea Link by K.K.Wagh
Polytechnic Nashik.
https://www.flickr.com/groups/bandra-worli-sealink/pool/