SlideShare a Scribd company logo
9
Most read
15
Most read
17
Most read
DRIVING PROCESS OF CAISSON
D.A.DIPLOMA ENGG & TECH
Seminar on:-
Patel Amit A. (116820306037)
Chauhan Amar M. (116820306038)
Pargi kalpesh R (116820306034)
Parmar Dharmendra (116820306029)
DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
 Definition of Caissons
• Caisson is a water tight structure made of
wood, steel, R.C.C i.e. reinforced cement
constructed in connection with excavation
for the foundation of bridges, piers in rivers,
dock structures etc.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Uses of Caissons
• Caissons are more suitable for the deep foundation under water where the
foundation should be extended up to or below the river bed so as to obtain the
proper stability.
• Caissons as type of well foundation is constructed in connection with excavation
for foundation of piers and abutments in rivers and lake, bridges, break water
dock structures for the point of view of shore protection, lamp house etc.
• When the construction of well foundation to be done under water.
The construction Of caisson are more preferable.
• When depth of water in river, lake, or sea etc. are more, than caisson structure is
used.
• Caisson are used as foundation for bridges piers, and abutments in rivers, seas,
lakes, break waters and other shore construction works.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Construction Material
• The Material used for the construction of caisson
are
as follows:
• Wood
• Steel
• Reinforced Concrete
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
Shapes of Caissons
Caisson are constructed into two basic shapes
and
combination of basic shape.
Shapes of Caissons:
(I) Basic Shape
(II) Combination of Basic Shape
Basic Shape:
(I) Circular
(II) Rectangular
(III) Square
(IV) Octagonal
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
Shapes of Caissons
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
Combination of Basic Shapes
• Double Circular
• Double Rectangular
• Double hexagonal
• Double-D
• Double Octagonal
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Types of Caissons
• The Caissons is used for the purpose of placing a
foundation in correct position under water.
• Types of Caissons
• Open Caisson
• Box Caisson
• Pneumatic Caisson
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Types of Caissons
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Open Caissons
• It is a box type of structure which is open at the top
and at the bottom. Open Caisson are normally
used on sandy soils or soft bearing stratum and where
no firm bed is available at a higher depth.
• According to the shape of caissons, open caissons can
be further classified into three types as;
• Open Caisson
• Single Wall Open Caisson
• Cylindrical Open Caisson
• Open Caissons with dredging wells.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Open Caisson
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Open Caisson
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Construction of Open Caissons:
• The sinking process of open caisson can be done in the
following conditions:
• Dry
• Dewatered Construction
• Artificial Island
• In case of an artificial island called as sand island
method, the island can be made by raising the ground
surface above water level temporarily for obtaining
relatively dry area for the sinking process. The size of
sand island should be sufficient so that it can provide
more working space all around the caisson.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Advantages and Disadvantages of
Open Caissons
 Advantages of Open Caissons:
• Following are the advantages of Open Caissons:
• This type of Caisson can be extended up to large
depths.
• Cost of Construction is relatively less on bed level or
lower side.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Disadvantages of Open Caissons:
• Following are the disadvantages of open Caissons;
• Since the placing of concrete is done for concrete seal
under water, it may not be satisfactory.
• If any obstruction of boulders or logs are encountered,
then progress of work becomes slow.
• Through cleaning and inspection at the bottom of
caisson is very difficult and hence not possible.
• The help of divers may be required for excavation near
haunches at the cutting edgesDHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Box Caissons
• Box caisson is similar to open caisson, only
difference is that it is closed at the bottom.
• Box caisson is cast and cured properly
on ground and then it is launched in water
by filling sand or gravel or concrete in the empty
spaces.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Box Caissons
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Pneumatic Caissons
• This type of caisson is open at the bottom and close at
the top. Pneumatic caisson is specially used at the place
where it is not possible to construct the well.
• It is suitable for the depth of water more than 12 m.
• In the construction of Pneumatic Caisson,
the compressed air is used to remove water
from the working chamber and the foundation work
is carried out in dry condition.
• This type of caisson can be made of timber, concrete or
steel.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Pneumatic Caissons
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Advantages and Dis-advantages of
Pneumatic Caissons
• Following are the various advantages of pneumatic
caissons:
• Quality control is good because work is done in
dry
conditions.
• Insitu soil tests are possible to determine the bearing
capacity.
• There is direct and easy passage to reach the bottom of
caisson, hence any obstruction can easily be removed.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Disadvantages of pneumatic
caisson
• Following are some of the disadvantages of
pneumatic
caisson.
• Construction of pneumatic caissons is much
expensive
than open caissons.
• During working the various constructional activities,
a proper care has to be taken, otherwise it may lead to
fatal accidents.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
• Maximum depth below water table is limited to 30 m
to
40 m. Beyond 40 m depth, construction is not possible.
• There is more chances of caisson diseases to workmen
working under high pressure.
• Labor cost is high.
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
 Difference between Open Caisson and
Pneumatic Caissons
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430
DHARINIBEN.A. SUKLA. EJUCATION
CAMPAS.MHEMDAVAD-387430

More Related Content

PPT
Cofferdam
PPTX
Type of caissons
PPTX
Pipe Jacking
PPT
1.1 box jacking
PPTX
Cofferdams
PPTX
PLUMBING SYSTEM
PPTX
1.PILE FOUNDATION (ACE) 2160601 GTU
PPTX
Coffer Dams and Caissons
Cofferdam
Type of caissons
Pipe Jacking
1.1 box jacking
Cofferdams
PLUMBING SYSTEM
1.PILE FOUNDATION (ACE) 2160601 GTU
Coffer Dams and Caissons

What's hot (20)

PPTX
Chapter 2 coffer-dam
PDF
Wash boring
PPTX
Dewatering by well point system
PPTX
Chapter 1 PILE FOUNDATIONS
PPT
Shotcrete
PPTX
Underpinning
PPTX
Cofferdam
PPTX
shotcreting and guniting ppt
PDF
Under reamed piles
PPTX
Coffer dams types
PPTX
Design of Doubly Reinforced Beam
PPTX
5. construction equipment Building Construction
PPTX
SINKING , TILTING AND DISEASE OF CAISSON
PPT
Chapter 3 caisson
PPTX
Dewatering
PPTX
Diaphragm wall: Construction and Design
PPTX
PILE FOUNDATION and METHODS OF INSTALLING PILE FOUNDATIONS
PPTX
PPTX
Pile foundations
PPTX
Under reamed piles
Chapter 2 coffer-dam
Wash boring
Dewatering by well point system
Chapter 1 PILE FOUNDATIONS
Shotcrete
Underpinning
Cofferdam
shotcreting and guniting ppt
Under reamed piles
Coffer dams types
Design of Doubly Reinforced Beam
5. construction equipment Building Construction
SINKING , TILTING AND DISEASE OF CAISSON
Chapter 3 caisson
Dewatering
Diaphragm wall: Construction and Design
PILE FOUNDATION and METHODS OF INSTALLING PILE FOUNDATIONS
Pile foundations
Under reamed piles
Ad

Viewers also liked (20)

PPTX
Caisson foundation.ppt
PPTX
PPTX
PDF
Well foundation pdf
PPTX
Well foundation ppt
PDF
Pile Foundations
PPT
1.6 caisson
PPTX
Cassion
PPTX
Well Foundation
PPTX
Pile foundation ppt
PPTX
Driven & Bored Piles
PPT
Bridge foundation
PPTX
Design and construction of well foundations
PPTX
Bridge foundation
PPT
Deep excavation
PPT
Tunnelling methods
PPTX
Coffer dam and its type
PPTX
Pile foundation
PPTX
Tunnel engineering
Caisson foundation.ppt
Well foundation pdf
Well foundation ppt
Pile Foundations
1.6 caisson
Cassion
Well Foundation
Pile foundation ppt
Driven & Bored Piles
Bridge foundation
Design and construction of well foundations
Bridge foundation
Deep excavation
Tunnelling methods
Coffer dam and its type
Pile foundation
Tunnel engineering
Ad

Similar to Driving process of caisson (20)

PPTX
caissons.pptx
PDF
Well foundations notes
PDF
Caissons_Advanced Construction Technology (Semester-6), Civil Engineering
PPTX
Underwater construction is a method on how to place the concrete underwater.
PDF
Failures of an earthen dam
PPTX
Design of earth dam at gorukallu
PPTX
Underwater construction
PPTX
caissons and cofferdam in substructure construction
PPTX
UNDERWATER CONSTRUCTION
PPTX
well foundation of six lane new ganga bridge near kacchi dargah in district P...
PPTX
Groundwater Control Techniques for Tunnelling and Shaft Sinking
PPTX
1619929813526_College Deep Well Foundation Project.pptx
PPTX
Chapter 4.2 coffer dam, well foundation-final1
PPT
Intake works at diversion
PDF
Lec11-Soft Ground Tunneling.pdf,,,,,,,mkkl
PPTX
Shaft sinking 2
PPTX
Excavating Equipment
PPTX
Caisson Foundation
PPTX
Power plant engineering unit-iii.pptx
PPTX
A study on Circular water tank MINI PROJECT.pptx
caissons.pptx
Well foundations notes
Caissons_Advanced Construction Technology (Semester-6), Civil Engineering
Underwater construction is a method on how to place the concrete underwater.
Failures of an earthen dam
Design of earth dam at gorukallu
Underwater construction
caissons and cofferdam in substructure construction
UNDERWATER CONSTRUCTION
well foundation of six lane new ganga bridge near kacchi dargah in district P...
Groundwater Control Techniques for Tunnelling and Shaft Sinking
1619929813526_College Deep Well Foundation Project.pptx
Chapter 4.2 coffer dam, well foundation-final1
Intake works at diversion
Lec11-Soft Ground Tunneling.pdf,,,,,,,mkkl
Shaft sinking 2
Excavating Equipment
Caisson Foundation
Power plant engineering unit-iii.pptx
A study on Circular water tank MINI PROJECT.pptx

Recently uploaded (20)

PDF
null (2) bgfbg bfgb bfgb fbfg bfbgf b.pdf
PDF
EXPLORING LEARNING ENGAGEMENT FACTORS INFLUENCING BEHAVIORAL, COGNITIVE, AND ...
PDF
Artificial Superintelligence (ASI) Alliance Vision Paper.pdf
PPTX
Management Information system : MIS-e-Business Systems.pptx
PDF
R24 SURVEYING LAB MANUAL for civil enggi
PPTX
Fundamentals of Mechanical Engineering.pptx
PDF
Level 2 – IBM Data and AI Fundamentals (1)_v1.1.PDF
PPTX
Current and future trends in Computer Vision.pptx
PPTX
Graph Data Structures with Types, Traversals, Connectivity, and Real-Life App...
PPT
INTRODUCTION -Data Warehousing and Mining-M.Tech- VTU.ppt
PPTX
Fundamentals of safety and accident prevention -final (1).pptx
PPTX
"Array and Linked List in Data Structures with Types, Operations, Implementat...
PDF
BIO-INSPIRED ARCHITECTURE FOR PARSIMONIOUS CONVERSATIONAL INTELLIGENCE : THE ...
PPTX
Nature of X-rays, X- Ray Equipment, Fluoroscopy
PDF
Abrasive, erosive and cavitation wear.pdf
PPTX
AUTOMOTIVE ENGINE MANAGEMENT (MECHATRONICS).pptx
PPT
Total quality management ppt for engineering students
PDF
Exploratory_Data_Analysis_Fundamentals.pdf
PDF
distributed database system" (DDBS) is often used to refer to both the distri...
PPTX
6ME3A-Unit-II-Sensors and Actuators_Handouts.pptx
null (2) bgfbg bfgb bfgb fbfg bfbgf b.pdf
EXPLORING LEARNING ENGAGEMENT FACTORS INFLUENCING BEHAVIORAL, COGNITIVE, AND ...
Artificial Superintelligence (ASI) Alliance Vision Paper.pdf
Management Information system : MIS-e-Business Systems.pptx
R24 SURVEYING LAB MANUAL for civil enggi
Fundamentals of Mechanical Engineering.pptx
Level 2 – IBM Data and AI Fundamentals (1)_v1.1.PDF
Current and future trends in Computer Vision.pptx
Graph Data Structures with Types, Traversals, Connectivity, and Real-Life App...
INTRODUCTION -Data Warehousing and Mining-M.Tech- VTU.ppt
Fundamentals of safety and accident prevention -final (1).pptx
"Array and Linked List in Data Structures with Types, Operations, Implementat...
BIO-INSPIRED ARCHITECTURE FOR PARSIMONIOUS CONVERSATIONAL INTELLIGENCE : THE ...
Nature of X-rays, X- Ray Equipment, Fluoroscopy
Abrasive, erosive and cavitation wear.pdf
AUTOMOTIVE ENGINE MANAGEMENT (MECHATRONICS).pptx
Total quality management ppt for engineering students
Exploratory_Data_Analysis_Fundamentals.pdf
distributed database system" (DDBS) is often used to refer to both the distri...
6ME3A-Unit-II-Sensors and Actuators_Handouts.pptx

Driving process of caisson

  • 1. DRIVING PROCESS OF CAISSON D.A.DIPLOMA ENGG & TECH Seminar on:- Patel Amit A. (116820306037) Chauhan Amar M. (116820306038) Pargi kalpesh R (116820306034) Parmar Dharmendra (116820306029) DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 2.  Definition of Caissons • Caisson is a water tight structure made of wood, steel, R.C.C i.e. reinforced cement constructed in connection with excavation for the foundation of bridges, piers in rivers, dock structures etc. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 3.  Uses of Caissons • Caissons are more suitable for the deep foundation under water where the foundation should be extended up to or below the river bed so as to obtain the proper stability. • Caissons as type of well foundation is constructed in connection with excavation for foundation of piers and abutments in rivers and lake, bridges, break water dock structures for the point of view of shore protection, lamp house etc. • When the construction of well foundation to be done under water. The construction Of caisson are more preferable. • When depth of water in river, lake, or sea etc. are more, than caisson structure is used. • Caisson are used as foundation for bridges piers, and abutments in rivers, seas, lakes, break waters and other shore construction works. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 4.  Construction Material • The Material used for the construction of caisson are as follows: • Wood • Steel • Reinforced Concrete DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 5. Shapes of Caissons Caisson are constructed into two basic shapes and combination of basic shape. Shapes of Caissons: (I) Basic Shape (II) Combination of Basic Shape Basic Shape: (I) Circular (II) Rectangular (III) Square (IV) Octagonal DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 6. Shapes of Caissons DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 7. Combination of Basic Shapes • Double Circular • Double Rectangular • Double hexagonal • Double-D • Double Octagonal DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 8.  Types of Caissons • The Caissons is used for the purpose of placing a foundation in correct position under water. • Types of Caissons • Open Caisson • Box Caisson • Pneumatic Caisson DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 9.  Types of Caissons DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 10.  Open Caissons • It is a box type of structure which is open at the top and at the bottom. Open Caisson are normally used on sandy soils or soft bearing stratum and where no firm bed is available at a higher depth. • According to the shape of caissons, open caissons can be further classified into three types as; • Open Caisson • Single Wall Open Caisson • Cylindrical Open Caisson • Open Caissons with dredging wells. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 11.  Open Caisson DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 12.  Open Caisson DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 13.  Construction of Open Caissons: • The sinking process of open caisson can be done in the following conditions: • Dry • Dewatered Construction • Artificial Island • In case of an artificial island called as sand island method, the island can be made by raising the ground surface above water level temporarily for obtaining relatively dry area for the sinking process. The size of sand island should be sufficient so that it can provide more working space all around the caisson. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 14.  Advantages and Disadvantages of Open Caissons  Advantages of Open Caissons: • Following are the advantages of Open Caissons: • This type of Caisson can be extended up to large depths. • Cost of Construction is relatively less on bed level or lower side. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 15.  Disadvantages of Open Caissons: • Following are the disadvantages of open Caissons; • Since the placing of concrete is done for concrete seal under water, it may not be satisfactory. • If any obstruction of boulders or logs are encountered, then progress of work becomes slow. • Through cleaning and inspection at the bottom of caisson is very difficult and hence not possible. • The help of divers may be required for excavation near haunches at the cutting edgesDHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 16.  Box Caissons • Box caisson is similar to open caisson, only difference is that it is closed at the bottom. • Box caisson is cast and cured properly on ground and then it is launched in water by filling sand or gravel or concrete in the empty spaces. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 17.  Box Caissons DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 18.  Pneumatic Caissons • This type of caisson is open at the bottom and close at the top. Pneumatic caisson is specially used at the place where it is not possible to construct the well. • It is suitable for the depth of water more than 12 m. • In the construction of Pneumatic Caisson, the compressed air is used to remove water from the working chamber and the foundation work is carried out in dry condition. • This type of caisson can be made of timber, concrete or steel. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 19.  Pneumatic Caissons DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 20.  Advantages and Dis-advantages of Pneumatic Caissons • Following are the various advantages of pneumatic caissons: • Quality control is good because work is done in dry conditions. • Insitu soil tests are possible to determine the bearing capacity. • There is direct and easy passage to reach the bottom of caisson, hence any obstruction can easily be removed. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 21.  Disadvantages of pneumatic caisson • Following are some of the disadvantages of pneumatic caisson. • Construction of pneumatic caissons is much expensive than open caissons. • During working the various constructional activities, a proper care has to be taken, otherwise it may lead to fatal accidents. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 22. • Maximum depth below water table is limited to 30 m to 40 m. Beyond 40 m depth, construction is not possible. • There is more chances of caisson diseases to workmen working under high pressure. • Labor cost is high. DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430
  • 23.  Difference between Open Caisson and Pneumatic Caissons DHARINIBEN.A. SUKLA. EJUCATION CAMPAS.MHEMDAVAD-387430