This document discusses different types of bridges used in hilly areas. It begins by introducing bridges and their variations in design. It then covers the history of bridge development and discusses common bridge materials like wood, steel, reinforced concrete, and prestressed concrete. The document outlines challenges to bridge construction in hilly areas such as deep gorges, rivers, extreme climates, landslides, earthquakes, and soil variations. It also discusses bridge foundations and substructures. The main types of hilly area bridges covered are beam, truss, cantilever, arch, tied arch, suspension, and cable-stayed bridges. Arch bridges are identified as handling higher loads better than other bridge types.
2. INTRODUCTION
A bridge is the structure build to span a
valley,road,river ,or any physical obstacle
Variation in Design of Bridges
First Bridges made by human
Hilly areas pose some problems in bridge
construction
Keeping in view bridge location
5. CONSTRUCTION OF BRIDGES
Must withstand force of high winds
Temperature expansion
Materials commonly used:
1.wood:used in temporary bridgrs
2.steel:used in case of long span
3.reinforced concrete:used for heavy loads
4.prestressed concrete:better for longer span
and heavy loads
6. CHALLENGES IN HILLY AREA BRIDGES
Construction of bridge across deep gorges
Construction of bridge on rivers
Construction of bridges in extreme climate
conditions
Landslide or debris flow
Earthquake zones
hydraulic parameters
7. FOUNDATION AND SUBSTRUCTURE
Problems encountered during construction of
foundation
Types of foundation:
1.open foundation:for depth of 10 m
2.pile foundation:for depth of 20-60m
3.well foundation:in case of soil variations
10. BEAM BRIDGE
Simplest Structural Bridges
Simply supported
It could be a stone slab laid across a stream
Bridges designed for modern infrastructure
are usually constructed of steel or reinforced
concrete
11.
12. TRUSS BRIDGES
A truss bridge is a
bridge whose load
bearing is composed of
truss
Connected elements
response to dynamic
loads
Easily analyzed
Economical to
construct
13.
14. CANTILEVER BRIDGE
Uses cantilevers
Design to handle road and rail
traffic
Built by using structural steel and
prestressed concrete
Span distance over 1500ft(460 m)
Easily constructed at difficult
crossings
A simple cantilever span is
formed by two cantilever arms
extending from opposite sides of
an obstacle to be crossed
15.
16. ARCH BRIDGE
At each end shaped
as a curved arch
A viaduct can be
made from series of
arches
Can be constructed
in case of heavy
loads
Spans longer than
beam and truss
17. SUSPENSION BRIDGE
The load bearing
portion is hung below
the suspension cables
First built in early 19th
century
Cables suspended
between the towers
18. CABLE-STAYED BRIDGE
A cable-stayed bridge has one or
more towers from which cables
support the bridge desk
Two major classes:
1.Harp or Parallel design
2.Fan design
Optimal for spans longer than
cantilever bridges
19.
20. CONCLUSION
Time available
Material Management
Financial planning
Load to be withstand
Arch bridges good than other at higher
loads1400-1500gms/m and other bridges
can bare load upto1000 gms/m