Arduino_CSE ece ppt for working and principal of arduino.ppt
Advance Construction & Equipment
1. Subject:- Advance Construction Equipments
Subject code:- 2160601
Guided by:- Prof. Nafisha Shaikh
Prof. Mihir Naik
Name Enrollment No.
Deshmukh Bhavik Hasmukhlal 151103106002
Kotila Jayveer Vanrajbhai 151103106008
Mistry Aditya Pramodbhai 151103106009
Pandya Dhrumil Dipakbhai 151103106010
Patel Nirmal Dalpatbhai 151103106012
2. Topic: Pile Foundation
Outline
Introduction
Uses of Pile Foundation
Factors affecting the selection of Type of Piles
Classification of pile based on function or use
Classification of pile based on Materials and composition
Classification based on method of installation
3. Foundations
Foundations are structural components used to support
columns and transfer loads to the underlying Soil.
3
Foundations
Isolated Combined Strap wall Raft
Shallow
footing footing footing footing footing
Caissons Piles
Deep
4. Introduction
A pile is a slender structural member mad of steel, concrete, wood or
composite material.
A pile is either driven into the soil or formed in-site by excavating a hole and
filling it with concrete.
In case, the strata of good bearing capacity is not available near the ground,
the foundation of the structure has to be taken deep with the purpose of
attaining a bearing stratum which is suitable in all aspects.
The most common forms of deep foundations are:
Pile foundation
Cassions or well foundation
Cofferdams
Pile cap
Piles
Weak soil
Bearing stratum
5. Uses of pile foundation
The load of the superstructure is heavy and its distribution is uneven.
The top soil has poor bearing capacity.
The subsoil water is high so that pumping of water from the open trenches for
the shallow foundation is difficult and uneconomical.
There is large fluctuation in subsoil water level.
Where timbering to the trenches is difficult and costly.
The structure is situated on the sea shore or river bed, where there is danger
in scouring action of water.
Canal or deep drainage lines exist near the foundation.
The top soil is of expensive nature.
Piles are used for the limit foundation of transmission towers, off-shore
platforms which are subjected to uplift forces.
6. Factors affecting the selection of type
of piles
Nature of the structure
Ground Conditions
Durability
Cost consideration
7. Nature of structure
For the structures on the land, the driven and cast-in place piles are usually
the cheapest for moderate loadings and unhampered site conditions.
For the foundations of wharf- structures and jetties on sea shore, the driven
piles or driven and cast-in –place cased piles are preferred.
In case of piling is to be done very near to some existing structure, open
ended tube piles or H-piles may work out to good choice.
Piles used to support marine structures or structure above open water should
precast type.
The jacked piles are suitable for under-pinning existing structures.
For heavy structure, large diameter bored piles are the most economical
type.
8. Ground Condition
If the subsoil consists of silt on alluvium for appreciable depth, the pile will
act as friction pile.
In case the ground is very weak or loose and it is intended to use cast-in-situ
pile, casting will be required to prevent the inflow of soil into the pile hole.
In adverse condition, where the ground water flow is strong, pile with
permanent casing should be used. Alternatively, precast piles may be used.
In case the soil strata is comparatively firm uncased cast-in-situ piles or
precast pile may be selected.
For reducing the length of pile in the firm strata, pedestal pile will be more
effective.
In situation where it is necessary that the pile should penetrate into rock for
some depth, H-piles may work out to be good selection.
In case the soil is firm clay, drilled piles with or without enlarged base, may
work out to be a economical choice.
9. Durability
In situation where there is possibility of the soil being chemically aggressive,
high quality precast concrete piles should be selected.
Timber piles may work out to be economical if they are used for the
foundation of timber trestles structures with moderate loads or If the piles
are to be used for protecting concrete docks, etc.
Timber piles are not suitable from marine conditions as they are likely to be
affected by borers or insects.
10. Cost Consideration
While selecting a particular type of pile, the cost of pile, cost of driving, cost
of maintenance of pile and availability of fund should given due
consideration.
11. Classification based on their function or
use:
End bearing pile
Friction pile
Compaction pile
Anchor pile
Fender pile
Sheet pile
12. End bearing pile
These piles penetrate through the soft soil and their bottoms or tips rest on a
hard stratum.
These piles act as columns.
The soft material surrounding the pile provides some lateral support.
13. Friction Pile
When loose soil extends to a great depth, piles are driven up to such a depth
that frictional resistance developed at the sides of the piles equal the load
coming on the piles.
Friction piles are used when a hard stratum is available at greater depth.
The total frictional resistance can be increased in following ways:
By increasing the length of pile
By increasing the diameter of pile
By making the surface of the pile rough
By placing the piles closely
By grouping the piles.
14. Compaction pile
When piles are driven in loose granular soil with aim of increasing the bearing
capacity of soil, the piles are termed as compaction plies.
These piles themselves do not carry any load.
15. Anchor pile
Anchor piles provide anchorage against horizontal pull from sheet piling or
other pulling forces.
16. Fender pile
Fender piles are used to protect water front structures against impact from
ships or other floating objects.
17. Sheet pile
They are used as bulk head or as impervious cutoff to reduce seepage and
uplift under hydraulic structures.
18. Classification based on materials and
composition
Timber piles
Steel piles
Concrete piles
Composite piles
19. Timber piles
Timber piles are made of-tree trunks driven with small end as a point
They may be circular or square.
They are 30 to 50 cm in diameter with a length not exceeding 20 times its
top width.
At the bottom, a cast-iron shoe is provided and the top a steel plate is
fixed.
They have small bearing capacity and are not permanent unless treated.
20. Steel piles
Steel piles are usually of rolled H-sections or thick pipe sections.
These piles are used to withstand large impact stresses and where less
distribution from driving is desired.
Steel sheet piles and H-piles are generally used to support the open
excavation and to provide seepage barrier.
21. Concrete piles
Concrete piles are either precast or cast in situ.
Precast piles are cast and cured at the casting site and then transported to
the site for installation.
These piles are adequately reinforced to with stand handling stresses along
with working stresses.
Precast piles are normally suitable for short lengths.
Cast-in-situ piles are constructed by drilling hole in the ground and then
filling the hole by concrete after placing the reinforcement.
22.
23. Concrete piles
There are three types
1.Pre-cast piles
2.Cast-in-situ piles
3.Prestressed piles
There are two type in cast-in –situ pile
1. Cased 2. Uncased piles
Raymond piles simplex piles
Mac Arthur piles franki piles
Monotube piles vibro piles
Bsp base driven piles pedestal piles
Swage piles pressure piles
Button bottom piles
24. Pre-cast piles
Pre-cast piles are those which are manufactured in factory or at a place away
from construction site, and then driven into the ground at the place required.
These piles require heavy pile driving machinery.
25. Advantages of Pre-cast concrete piles
They will be cast well before the commencement of the work resulting in
rapid execution of work.
The position of reinforcement in pile is not disturbed from its original
position.
They can driven under water.
The piles can be loaded soon after they have been driven to desire depth.
Any numbers of piles can be manufactured at a convenient place and this may
prove to be economical.
These piles are highly resistant to biological and chemical actions of the
subsoil.
26. Disadvantages of Pre-cast concrete piles
These piles are heavy. Therefore they require special equipment for handling
and transportation.
If sufficient care is not taken, these piles may break during transport or
driving.
They require heavy pile driving equipment.
Extra reinforcement is require to bear handling and driving stresses. Hence
these piles are costly.
Length
27. Raymond piles
The Raymond standard pile is used primarily as a friction pile.
It is provided with uniform taper of 1 in 30 resulting in shorter piles.
The length of pile vary from 6 to 12m. The diameter of piles vary from 40 to
60 cm at the top and 20 to 30 at the bottom.
the shell is driven into the ground with a collapsible steel mandrel or core in
it having the same paper.
The shell is gradually filled with concrete up to the top.
28.
29. Mac Arthur piles
Mac Arthur is a pile of uniform diameter using the corrugated steel shell
which remains in place as in Raymond piles.
A heavy steel casing with a core is driven into the ground.
When the desired depth is reached the core is withdrawn and a corrugated
steel shell is placed in the casing.
Concrete is placed in the shell by gradually compacting it and withdrawing
the steel casing.
30.
31. Bsp base driven piles
This pile consists of helically welded shell of steel plate. A concrete plug is
provided at the bottom of the shell.
Driving Is done by allowing pile hammer to fall on the concrete plug.
The casing is driving to the desired depth and then it is filled with concrete.
32.
33. Swage piles
Swage piles are used with advantage in some soils where the driving is very
hard or where it is desired to leave water tight shell, for some time before
filling the concrete.
In the first stage a steel shell is placed on a precast concrete plug and a steel
core which is not long enough to reach the plug is inserted in the plug.
In the second stage the pipe is driven over the plug until the core reaches the
plug the pipe is swaged out by the taper of the plug thus forming a water
tight joint.
In the third stage the pipe is driven to a specified depth.
In the fourth stage after the pipe was reached the desired depth the core is
removed and the pipe is filled with concrete.
34.
35. Button bottom piles
These piles are used in locations where increase in the end bearing area is
desired. The pile uses a concrete plug of shape of button.
There piles have been used up to lengths of about 23 m and for loads up to 50
tonnes.
In the 1st
stage a steel pipe with 12mm thick walls is set on the concrete
button. The concrete button has a diameter about 25mm larger than the
pipe.
In the 2nd
stage the pipe and button are driven to a specified depth.
In the 3rd
stage a corrugated steel shell is inserted in the pipe resting on the
button.
In the 4th
stage the casing is withdrawn leaving the button in place and the
shell is filled with concrete. Reinforcement may be used if necessary.
36.
37. simplex piles
Simplex piles can be driven through soft or hard soils.
In this type of piles a steel tube fitted with a cast iron shoe is driven into the
ground up to the desired depth.
Reinforcement if necessary is put inside the tube concrete is then poured into
the tube and the tube is slowly withdrawn concrete being tamped leaving
behind the cast iron shoe.
38.
39. franki piles
In this type of pile a plug of dry concrete gravel is formed on the ground by
heavy removable pipe shell.
A diesel operated drop hammer of 20 to 30 KN weight is driven on the
concrete plug.
When the tube has reduced the desired depth the tube is held in position by
cables and the hammer is applied to the concrete plug forcing it down and
outward.
In the next stage the shaft is formed by introducing successive charges of
concrete ramming each in turn and withdrawn the casing gradually about
300mm at a time.
The pile diameter in franki piles vary from 50cm to 60cm while the enlarged
base may have a diameter of about 90cm.
The pile has a load carrying capacity of 60 to 90 tonnes.
40.
41. vibro piles
These pile are used where the ground is soft thus offering little frictional
resistance to the flow of concrete. Both standard and expanded piles are
formed by the vibro-process.
These piles are formed by driven a steel tube and shoe filling with concrete
and withdrawing the steel tube.
Standard vibro piles are made in size of 35,45,50cm diameter for loads of 60
to 70 tonnes.
A steel tube fitted with a cast iron shoe is driven in the ground by 2 to 2.5
tonnes hammer operated by steam or compressed air delivering up to 40 blow
per minute with a stroke of about 1.4m.
42.
43. pedestal piles
This type of pile are used where thin bearing stratum is reached with
reasonable depth.
The core and casing are driven together into the ground till they reach the
desired level.
The core is taken out and a charge of concrete is placed in the tube.
The core is again placed in the casing to rest on the of poured concrete.
Pressure is applied on the concrete through the core and as the same time
the casing is withdrawn.
The process is repeated till the casing is completely removed.
44.
45. pressure piles
These are formed wit the help of a casing tube boring auger and compressed
air equipment. These piles are especially suitable for those congested sites
where heavy vibrations and noise are not permissible.
A hole is bored into the ground by means of an auger and as the boring
proceeds the hole is lined by a steel tube.
When the tube reaches the required depth the boring tool is withdrawn.
In the 2nd
stage a layer of concrete is laid and pressure cap is provided at the
top of the tube.
The process is repeated till the pile is completed.
46.
47. Composite pile
A pile which is made up of two materials like concrete and timber or concrete
and steel is called composite pile.
Composite piles are used in situations where a part of the pile is permanently
under water.
The part of the pile which will be under water can be made of untreated
timber and the other part can be of concrete.
48.
49. Classification based on method of
installation
Driven piles:
These piles are driven into the ground by applying blows with a heavy hammer on
their tops.
Timber, steel and precast concrete piles are installed by driving, which may be
driven into position either vertically or at an inclination.
Driven and cast-in-situ piles:
These piles are formed by driving a casing with a closed bottom end into the soil.
The casing is later filled with concrete.
The casing may or may not be withdrawn, it is called uncased pile, and if not
withdrawn, it is called cased pile.
50. Bored and cast-in-situ piles:
These piles are formed by excavating a hole into the ground and then filling it with
concrete.
Screw piles:
These piles are screwed into soil.
Jacked piles:
These piles jacked into the ground by applying a downward force with the help of a
hydrolic jack.
