This document discusses pile foundations and pile driving techniques. It begins with an introduction to deep foundations and classifications of deep foundations such as piles, piers, caissons, and sheet piles. It then focuses on pile foundations, describing their uses to transfer loads through soft soils or at required depths. The document classifies piles based on their mode of construction, material, function, shape, and size. It also discusses common pile installation methods like driving piles using hammers or boring piles using mechanical augers. Drop hammers and single/double-acting hammers are described as common techniques for pile driving.
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. It then classifies piles based on their mode of construction, material, load transfer mechanism, shape, and size. Common pile installation methods like driving and boring are also outlined. Key points covered include the uses of piles for end bearing, tension resistance, vibration control, and more. Installation considerations and common driving techniques using hammers are summarized as well.
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. It then classifies piles based on their mode of construction, material, load transfer mechanism, shape, and size. Common pile installation methods like driving and boring are also outlined. Key points covered include the uses of piles for end bearing, tension resistance, vibration control, and more. Installation considerations and common driving techniques using hammers are summarized as well.
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. Piles are classified based on their construction method (driven or cast-in-place), material (timber, steel, concrete), load transfer mechanism (friction or end bearing), shape, and size. Common pile installation methods include driving piles using hammers, boring piles mechanically, or vibrating them into place. Piles are used as deep foundations when shallow foundations are insufficient, to transfer loads below scour depths or compressible soils, and to control vibrations.
POWER POINT PRESENTATION ON pile_foundation_1.pptMdDiluarHossain1
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. Piles are classified based on their construction method (driven or cast-in-place), material (timber, steel, concrete), load transfer mechanism (friction, end bearing, or combination), shape, size and function. Common pile installation methods include driving piles using hammers, boring piles mechanically, or vibrating them into place. The document also outlines different pile uses such as providing end bearing capacity, anchoring structures, absorbing vibrations, and protecting waterfronts from impacts.
This document discusses deep foundation and pile foundations. It begins with an introduction to deep foundations, which provide support below a structure through end bearing and/or skin friction. Pile foundations are then introduced as a type of deep foundation that transfers loads through vertical members driven or cast into the ground. The document proceeds to classify and describe pile foundations based on construction method, material, function, shape and size. It also discusses uses of pile foundations and methods of pile installation, particularly the use of pile hammers to drive displacement piles into the ground.
Piles are deep foundations used to transfer structural loads through weak soil layers to stronger soils below. There are different types of piles based on material (concrete, steel, timber) and installation method (driven, cast-in-place). Factors like soil properties, groundwater, and load determine the best pile type. Pile foundations can support axial loads through end-bearing or side friction along the pile shaft. Pile failures may occur due to overloading, poor workmanship, or lack of design considerations for lateral loads.
Rock mechanics for engineering geology (part 2)Jyoti Khatiwada
This document discusses deep foundations and provides definitions and examples of different types of deep foundations, including pile foundations, well foundations, and caisson foundations. It describes when deep foundations are used, such as when suitable bearing capacity is not available near the ground surface or space is restricted. It also summarizes the key types of piles based on function and material, including end bearing piles, skin friction piles, driven piles, and auger cast piles. Well foundations and caisson foundations are also briefly defined.
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. It then classifies piles based on their mode of construction, material, load transfer mechanism, shape, and size. Common pile installation methods like driving and boring are also outlined. Key points covered include the uses of piles for end bearing, tension resistance, vibration control, and more. Installation considerations and common driving techniques using hammers are summarized as well.
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. It then classifies piles based on their mode of construction, material, load transfer mechanism, shape, and size. Common pile installation methods like driving and boring are also outlined. Key points covered include the uses of piles for end bearing, tension resistance, vibration control, and more. Installation considerations and common driving techniques using hammers are summarized as well.
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. Piles are classified based on their construction method (driven or cast-in-place), material (timber, steel, concrete), load transfer mechanism (friction or end bearing), shape, and size. Common pile installation methods include driving piles using hammers, boring piles mechanically, or vibrating them into place. Piles are used as deep foundations when shallow foundations are insufficient, to transfer loads below scour depths or compressible soils, and to control vibrations.
POWER POINT PRESENTATION ON pile_foundation_1.pptMdDiluarHossain1
This document discusses different types and uses of pile foundations. It begins by defining piles as long slender foundation elements that transfer structural loads into deeper, competent soils. Piles are classified based on their construction method (driven or cast-in-place), material (timber, steel, concrete), load transfer mechanism (friction, end bearing, or combination), shape, size and function. Common pile installation methods include driving piles using hammers, boring piles mechanically, or vibrating them into place. The document also outlines different pile uses such as providing end bearing capacity, anchoring structures, absorbing vibrations, and protecting waterfronts from impacts.
This document discusses deep foundation and pile foundations. It begins with an introduction to deep foundations, which provide support below a structure through end bearing and/or skin friction. Pile foundations are then introduced as a type of deep foundation that transfers loads through vertical members driven or cast into the ground. The document proceeds to classify and describe pile foundations based on construction method, material, function, shape and size. It also discusses uses of pile foundations and methods of pile installation, particularly the use of pile hammers to drive displacement piles into the ground.
Piles are deep foundations used to transfer structural loads through weak soil layers to stronger soils below. There are different types of piles based on material (concrete, steel, timber) and installation method (driven, cast-in-place). Factors like soil properties, groundwater, and load determine the best pile type. Pile foundations can support axial loads through end-bearing or side friction along the pile shaft. Pile failures may occur due to overloading, poor workmanship, or lack of design considerations for lateral loads.
Rock mechanics for engineering geology (part 2)Jyoti Khatiwada
This document discusses deep foundations and provides definitions and examples of different types of deep foundations, including pile foundations, well foundations, and caisson foundations. It describes when deep foundations are used, such as when suitable bearing capacity is not available near the ground surface or space is restricted. It also summarizes the key types of piles based on function and material, including end bearing piles, skin friction piles, driven piles, and auger cast piles. Well foundations and caisson foundations are also briefly defined.
The document discusses different types of foundations and piles used in construction projects. It describes shallow foundations that are at ground level and deep foundations like piles and piers that extend below the surface into stronger soil layers. It outlines various pile types including timber, concrete, steel, and composite piles. For each pile type, it provides details on materials, advantages, disadvantages, installation methods, and factors to consider in selection. The document is an informative overview of foundation and pile foundation options for structural support.
This document discusses pile foundations. It classifies piles based on material (steel, concrete, timber, composite), load transfer mechanism (end bearing, friction, combined), and installation method (driven, cast in situ, bored). It describes how end bearing piles transfer load directly to bedrock, friction piles transfer load through skin friction, and combined piles use both mechanisms. The document also discusses functions of pile foundations in transmitting structural loads to firm soil layers and controlling settlement.
This document discusses pile foundations. It begins by listing the topics that will be covered, including types of piles, pile spacing, pile caps, load testing, and failures. It then defines a pile foundation as using slender structural members like steel, concrete or timber that are installed in the ground to transfer structural loads to deeper, stronger soil layers. The document goes on to classify piles based on their function, material, and installation method. It describes common pile types such as precast concrete, driven steel, and cast-in-place piles. The document provides details on pile uses, selection factors, and installation procedures.
This document discusses Indian standards related to piles and provides information on various types of piles. It covers piles categorized by standards, material, installation method, load carrying characteristics, and testing methods. The key points are:
- It outlines Indian standards for different types of piles including concrete, timber, and pile testing.
- Piles are classified by material as concrete, steel, timber, or composite piles made of two materials.
- Installation methods include displacement piles driven into soil and replacement piles where soil is removed.
- Piles carry loads through end bearing, friction along the pile, or a combination depending on the soil conditions.
- Pile load tests directly measure a pile's capacity and
Pile foundations extend deep below buildings to support heavy loads on poor soil conditions. There are different types of piles including wood, steel, and concrete piles that are installed using various methods such as driving, drilling, or jacking. Piles can be classified based on their material, load transfer method, degree of soil displacement during installation, and installation method. Common types include end bearing piles that transfer load to firm soil at depth and friction piles that transfer load along their shaft through skin friction with surrounding soil.
The document discusses different types of foundations for structures, including shallow and deep foundations. It describes spread footings, mat/raft foundations, piles, piers, and caissons. Spread footings are the most common shallow foundation and involve concrete slabs under columns and load-bearing walls. Mat/raft foundations use a continuous slab to spread loads over a large area, especially for high loads or poor soil. Deep foundations like piles, piers, and caissons extend deeper into the ground to bear loads in stronger soil layers. Piles transfer loads through end bearing or friction, while piers and caissons are constructed by excavating holes and filling with concrete.
This document provides information on pile foundations, including when they are used, their functions, types, and construction methods. Pile foundations are used when the soil at shallow depths does not have adequate bearing capacity. The key points are:
- Pile foundations transmit loads from structures to deeper, stronger soil layers through end bearing, friction, or both.
- They are used when shallow soils cannot support heavy loads, have low bearing capacity, or experience issues like high water levels.
- Piles can be made of concrete, timber, steel, or composites, and are either pre-cast or poured in place. Common types include end bearing, friction, compaction, and anchor piles.
This document discusses deep foundation types used in construction. It provides details on pile foundations, well foundations, and caisson foundations. For pile foundations, it describes different pile types including end bearing piles, skin friction piles, anchor piles, compaction piles, driven piles, and auger cast piles. It also discusses advantages and disadvantages of different deep foundation methods like drilled pier foundations, augered piles, driven concrete piles, and driven wooden piles.
Pile foundations use driven or bored piles to transfer structural loads to deeper, load-bearing soil strata. Piles are classified by their function (end bearing, friction, anchor piles), material (timber, concrete, steel), and installation method (driven, cast in situ). Pile foundations are used when bearing capacity is limited at shallow depths or in unstable soils like waterlogged or compressible soils. Selection depends on factors like subsurface conditions, structural loads, groundwater levels, and material availability and costs.
This document provides information about pile foundations, including:
- Piles transfer structural loads through weak soil layers into stronger soils and rocks below.
- Common types of piles include pre-cast concrete, cast-in-situ concrete (e.g. Raymond, MacArthur), steel, timber, and composite piles.
- Piles are selected based on factors like soil properties, loading conditions, costs, and availability of materials. Proper pile type and design are necessary to safely support structures.
Cast in situ piles are concrete piles that are constructed by excavating soil and pouring concrete directly into the hole. There are several types of cast in situ piles including simplex, franki, and vibro piles. The simplex pile is most common in Bangladesh. To construct a simplex pile, a casing is installed and reinforced with rebar before concrete is poured into the casing while it is vibrated out of the ground. Cast in situ piles are preferable to driven piles in areas with noise limitations, existing structures nearby, or weak and loose soils. The construction process involves soil testing, boring, installing rebar cages, and pouring concrete through a tremie pipe.
Types of Foundation..Sana may matutunan po tayo !Ricko Guerrero
There are two main types of foundation systems - shallow and deep. Shallow foundations include spread footings and mat/raft foundations. Spread footings are individual slabs under columns and walls that spread the structural load over a broad area. Mat/raft foundations use a continuous slab over the entire loaded area and are often used for structures with high or irregular loads. Deep foundations include piles, piers, caissons and compensated foundations that extend below the building. Piles transfer structural loads to stronger soils at depth using end bearing or friction along the pile. Common pile types include concrete, steel and timber piles.
This document discusses different types of foundations for buildings. It describes shallow foundations including spread foundations and mat/raft foundations. It also describes deep pile foundations that extend below the surface. Specific foundation types are defined, such as spread footings, pad foundations, and different types of piles. Factors that determine the appropriate foundation type include soil conditions, structural loads, cost, and durability. Methods for installing pile foundations include driven piles, cast-in-place piles, and helical piles.
Types of foundation...Sana Po May Matutunan tayo !Ricko Guerrero
This document discusses different types of foundations for buildings. It describes shallow foundations including spread foundations and mat/raft foundations. It also describes deep pile foundations that extend below the surface. Specific foundation types are defined, such as spread footings, pad foundations, and different types of piles. Factors that determine the appropriate foundation type include soil conditions, structural loads, cost, and durability. Methods for installing pile foundations include driven piles, cast-in-place piles, and helical piles.
This document discusses deep foundation piles. It defines deep foundations as those where the depth is much larger than the width and are not constructed through ordinary open pit excavation. It then discusses different types of piles based on function and material, including bearing piles, friction piles, sheet piles, and timber, concrete, composite and steel piles. It provides details on pile construction procedures, including borehole drilling, reinforcement installation, concrete pouring using a tremie pipe, and casting the pile cap. It concludes by discussing potential causes of pile failure.
This document discusses different types of foundations, focusing on pile foundations. It defines foundations and classifies them as either shallow or deep. Pile foundations are described as deep foundations that transfer loads to deeper, stronger soils using piles. The main types of piles - displacement, replacement, and installation techniques - are outlined. Specific pile types are then detailed, including pre-cast concrete, pre-stressed concrete spun, steel H, bored, and wood piles. The document concludes by describing end bearing piles, friction piles, settlement reducing piles, and piles in fill.
Deep foundations such as piles, piers, and caissons are required when surface soil cannot support a structure or when a firm soil layer is too deep to be reached economically by shallow foundations. Piles are slender structural members made of steel, concrete, or wood that are driven or cast in place into the ground. Piles transfer structural loads through skin friction or end bearing. Common pile installation methods include dropping weight hammers, diesel hammers, vibratory hammers, and jacking. Piers are larger diameter cast in place foundations used in dry areas. Caissons are hollow watertight structures sunk into place under bodies of water to form foundations.
Pile foundation are essential in case where SBC is low or the load coming from superstructure is too heavy,
Topics covered includes Materials used for making piles, Type of piles, load transfer mechanism, factors affecting selection of piles, Installation methods, load carrying capacity of piles, different load tests performed and the behavior of piles as a group.
Pile foundation ppt 2 (usefulsearch.org) (useful search)Make Mannan
Pile foundations are used when the bearing capacity of soil is low or uneven and the soil is located at a greater depth. Piles transfer structural loads directly to the soil layer below by end bearing or side friction. Common pile types include timber, concrete, steel, and composite piles which are classified based on function, material, and installation method. Pile foundations provide solutions for difficult soil conditions like compressible, waterlogged, or made ground and are widely used for bridges, buildings, and marine structures.
Sri Guru Hargobind Ji - Bandi Chor Guru.pdfBalvir Singh
Sri Guru Hargobind Ji (19 June 1595 - 3 March 1644) is revered as the Sixth Nanak.
• On 25 May 1606 Guru Arjan nominated his son Sri Hargobind Ji as his successor. Shortly
afterwards, Guru Arjan was arrested, tortured and killed by order of the Mogul Emperor
Jahangir.
• Guru Hargobind's succession ceremony took place on 24 June 1606. He was barely
eleven years old when he became 6th Guru.
• As ordered by Guru Arjan Dev Ji, he put on two swords, one indicated his spiritual
authority (PIRI) and the other, his temporal authority (MIRI). He thus for the first time
initiated military tradition in the Sikh faith to resist religious persecution, protect
people’s freedom and independence to practice religion by choice. He transformed
Sikhs to be Saints and Soldier.
• He had a long tenure as Guru, lasting 37 years, 9 months and 3 days
The document discusses different types of foundations and piles used in construction projects. It describes shallow foundations that are at ground level and deep foundations like piles and piers that extend below the surface into stronger soil layers. It outlines various pile types including timber, concrete, steel, and composite piles. For each pile type, it provides details on materials, advantages, disadvantages, installation methods, and factors to consider in selection. The document is an informative overview of foundation and pile foundation options for structural support.
This document discusses pile foundations. It classifies piles based on material (steel, concrete, timber, composite), load transfer mechanism (end bearing, friction, combined), and installation method (driven, cast in situ, bored). It describes how end bearing piles transfer load directly to bedrock, friction piles transfer load through skin friction, and combined piles use both mechanisms. The document also discusses functions of pile foundations in transmitting structural loads to firm soil layers and controlling settlement.
This document discusses pile foundations. It begins by listing the topics that will be covered, including types of piles, pile spacing, pile caps, load testing, and failures. It then defines a pile foundation as using slender structural members like steel, concrete or timber that are installed in the ground to transfer structural loads to deeper, stronger soil layers. The document goes on to classify piles based on their function, material, and installation method. It describes common pile types such as precast concrete, driven steel, and cast-in-place piles. The document provides details on pile uses, selection factors, and installation procedures.
This document discusses Indian standards related to piles and provides information on various types of piles. It covers piles categorized by standards, material, installation method, load carrying characteristics, and testing methods. The key points are:
- It outlines Indian standards for different types of piles including concrete, timber, and pile testing.
- Piles are classified by material as concrete, steel, timber, or composite piles made of two materials.
- Installation methods include displacement piles driven into soil and replacement piles where soil is removed.
- Piles carry loads through end bearing, friction along the pile, or a combination depending on the soil conditions.
- Pile load tests directly measure a pile's capacity and
Pile foundations extend deep below buildings to support heavy loads on poor soil conditions. There are different types of piles including wood, steel, and concrete piles that are installed using various methods such as driving, drilling, or jacking. Piles can be classified based on their material, load transfer method, degree of soil displacement during installation, and installation method. Common types include end bearing piles that transfer load to firm soil at depth and friction piles that transfer load along their shaft through skin friction with surrounding soil.
The document discusses different types of foundations for structures, including shallow and deep foundations. It describes spread footings, mat/raft foundations, piles, piers, and caissons. Spread footings are the most common shallow foundation and involve concrete slabs under columns and load-bearing walls. Mat/raft foundations use a continuous slab to spread loads over a large area, especially for high loads or poor soil. Deep foundations like piles, piers, and caissons extend deeper into the ground to bear loads in stronger soil layers. Piles transfer loads through end bearing or friction, while piers and caissons are constructed by excavating holes and filling with concrete.
This document provides information on pile foundations, including when they are used, their functions, types, and construction methods. Pile foundations are used when the soil at shallow depths does not have adequate bearing capacity. The key points are:
- Pile foundations transmit loads from structures to deeper, stronger soil layers through end bearing, friction, or both.
- They are used when shallow soils cannot support heavy loads, have low bearing capacity, or experience issues like high water levels.
- Piles can be made of concrete, timber, steel, or composites, and are either pre-cast or poured in place. Common types include end bearing, friction, compaction, and anchor piles.
This document discusses deep foundation types used in construction. It provides details on pile foundations, well foundations, and caisson foundations. For pile foundations, it describes different pile types including end bearing piles, skin friction piles, anchor piles, compaction piles, driven piles, and auger cast piles. It also discusses advantages and disadvantages of different deep foundation methods like drilled pier foundations, augered piles, driven concrete piles, and driven wooden piles.
Pile foundations use driven or bored piles to transfer structural loads to deeper, load-bearing soil strata. Piles are classified by their function (end bearing, friction, anchor piles), material (timber, concrete, steel), and installation method (driven, cast in situ). Pile foundations are used when bearing capacity is limited at shallow depths or in unstable soils like waterlogged or compressible soils. Selection depends on factors like subsurface conditions, structural loads, groundwater levels, and material availability and costs.
This document provides information about pile foundations, including:
- Piles transfer structural loads through weak soil layers into stronger soils and rocks below.
- Common types of piles include pre-cast concrete, cast-in-situ concrete (e.g. Raymond, MacArthur), steel, timber, and composite piles.
- Piles are selected based on factors like soil properties, loading conditions, costs, and availability of materials. Proper pile type and design are necessary to safely support structures.
Cast in situ piles are concrete piles that are constructed by excavating soil and pouring concrete directly into the hole. There are several types of cast in situ piles including simplex, franki, and vibro piles. The simplex pile is most common in Bangladesh. To construct a simplex pile, a casing is installed and reinforced with rebar before concrete is poured into the casing while it is vibrated out of the ground. Cast in situ piles are preferable to driven piles in areas with noise limitations, existing structures nearby, or weak and loose soils. The construction process involves soil testing, boring, installing rebar cages, and pouring concrete through a tremie pipe.
Types of Foundation..Sana may matutunan po tayo !Ricko Guerrero
There are two main types of foundation systems - shallow and deep. Shallow foundations include spread footings and mat/raft foundations. Spread footings are individual slabs under columns and walls that spread the structural load over a broad area. Mat/raft foundations use a continuous slab over the entire loaded area and are often used for structures with high or irregular loads. Deep foundations include piles, piers, caissons and compensated foundations that extend below the building. Piles transfer structural loads to stronger soils at depth using end bearing or friction along the pile. Common pile types include concrete, steel and timber piles.
This document discusses different types of foundations for buildings. It describes shallow foundations including spread foundations and mat/raft foundations. It also describes deep pile foundations that extend below the surface. Specific foundation types are defined, such as spread footings, pad foundations, and different types of piles. Factors that determine the appropriate foundation type include soil conditions, structural loads, cost, and durability. Methods for installing pile foundations include driven piles, cast-in-place piles, and helical piles.
Types of foundation...Sana Po May Matutunan tayo !Ricko Guerrero
This document discusses different types of foundations for buildings. It describes shallow foundations including spread foundations and mat/raft foundations. It also describes deep pile foundations that extend below the surface. Specific foundation types are defined, such as spread footings, pad foundations, and different types of piles. Factors that determine the appropriate foundation type include soil conditions, structural loads, cost, and durability. Methods for installing pile foundations include driven piles, cast-in-place piles, and helical piles.
This document discusses deep foundation piles. It defines deep foundations as those where the depth is much larger than the width and are not constructed through ordinary open pit excavation. It then discusses different types of piles based on function and material, including bearing piles, friction piles, sheet piles, and timber, concrete, composite and steel piles. It provides details on pile construction procedures, including borehole drilling, reinforcement installation, concrete pouring using a tremie pipe, and casting the pile cap. It concludes by discussing potential causes of pile failure.
This document discusses different types of foundations, focusing on pile foundations. It defines foundations and classifies them as either shallow or deep. Pile foundations are described as deep foundations that transfer loads to deeper, stronger soils using piles. The main types of piles - displacement, replacement, and installation techniques - are outlined. Specific pile types are then detailed, including pre-cast concrete, pre-stressed concrete spun, steel H, bored, and wood piles. The document concludes by describing end bearing piles, friction piles, settlement reducing piles, and piles in fill.
Deep foundations such as piles, piers, and caissons are required when surface soil cannot support a structure or when a firm soil layer is too deep to be reached economically by shallow foundations. Piles are slender structural members made of steel, concrete, or wood that are driven or cast in place into the ground. Piles transfer structural loads through skin friction or end bearing. Common pile installation methods include dropping weight hammers, diesel hammers, vibratory hammers, and jacking. Piers are larger diameter cast in place foundations used in dry areas. Caissons are hollow watertight structures sunk into place under bodies of water to form foundations.
Pile foundation are essential in case where SBC is low or the load coming from superstructure is too heavy,
Topics covered includes Materials used for making piles, Type of piles, load transfer mechanism, factors affecting selection of piles, Installation methods, load carrying capacity of piles, different load tests performed and the behavior of piles as a group.
Pile foundation ppt 2 (usefulsearch.org) (useful search)Make Mannan
Pile foundations are used when the bearing capacity of soil is low or uneven and the soil is located at a greater depth. Piles transfer structural loads directly to the soil layer below by end bearing or side friction. Common pile types include timber, concrete, steel, and composite piles which are classified based on function, material, and installation method. Pile foundations provide solutions for difficult soil conditions like compressible, waterlogged, or made ground and are widely used for bridges, buildings, and marine structures.
Sri Guru Hargobind Ji - Bandi Chor Guru.pdfBalvir Singh
Sri Guru Hargobind Ji (19 June 1595 - 3 March 1644) is revered as the Sixth Nanak.
• On 25 May 1606 Guru Arjan nominated his son Sri Hargobind Ji as his successor. Shortly
afterwards, Guru Arjan was arrested, tortured and killed by order of the Mogul Emperor
Jahangir.
• Guru Hargobind's succession ceremony took place on 24 June 1606. He was barely
eleven years old when he became 6th Guru.
• As ordered by Guru Arjan Dev Ji, he put on two swords, one indicated his spiritual
authority (PIRI) and the other, his temporal authority (MIRI). He thus for the first time
initiated military tradition in the Sikh faith to resist religious persecution, protect
people’s freedom and independence to practice religion by choice. He transformed
Sikhs to be Saints and Soldier.
• He had a long tenure as Guru, lasting 37 years, 9 months and 3 days
Cricket management system ptoject report.pdfKamal Acharya
The aim of this project is to provide the complete information of the National and
International statistics. The information is available country wise and player wise. By
entering the data of eachmatch, we can get all type of reports instantly, which will be
useful to call back history of each player. Also the team performance in each match can
be obtained. We can get a report on number of matches, wins and lost.
This study Examines the Effectiveness of Talent Procurement through the Imple...DharmaBanothu
In the world with high technology and fast
forward mindset recruiters are walking/showing interest
towards E-Recruitment. Present most of the HRs of
many companies are choosing E-Recruitment as the best
choice for recruitment. E-Recruitment is being done
through many online platforms like Linkedin, Naukri,
Instagram , Facebook etc. Now with high technology E-
Recruitment has gone through next level by using
Artificial Intelligence too.
Key Words : Talent Management, Talent Acquisition , E-
Recruitment , Artificial Intelligence Introduction
Effectiveness of Talent Acquisition through E-
Recruitment in this topic we will discuss about 4important
and interlinked topics which are
This is an overview of my current metallic design and engineering knowledge base built up over my professional career and two MSc degrees : - MSc in Advanced Manufacturing Technology University of Portsmouth graduated 1st May 1998, and MSc in Aircraft Engineering Cranfield University graduated 8th June 2007.
1. Pile foundation and Pile
driving techniques
1
Unit : 05
Advanced Construction Methods
Prepared by
Mr. P .A. Nadgouda
Assistant Professor
D.Y.Patil College of Engineering & Technology
Kolhapur
2. Contents
1. Introduction to deep foundations
2. Classifications of deep foundations
3. Introduction to pile foundations
4. Uses of pile foundations
5. Classifications of pile foundations
6. Pile installation methods
7. Pile Spacing
8. Negative Skin Frictions
3. When We Use Deep Foundation
•Depth/Width >4
•Low Bearing Capacity of soil .
•Non availability of proper bearing stratum
at shallow depths.
•Heavy loads from the super structure for
which shallow foundation may not be
economical or feasible.
4. CLASSIFICATION OF DEEP FOUNDATIONS:
The types of deep foundations are
• Pile
• Pier
• Caissons
• Well-foundation
• Sheet Piles
Caissons or well foundations are heavier in
section and they are sunk to the required depth.
5. Pile Foundations
• A timber, steel or reinforced concrete post usually
vertical, used as a structural element for transferring
the loads at the required depth in the deep
foundations is called PILE.
• These are the long slender members either driven or
cast-in-situ and may be subjected to vertical or
lateral or vertical plus lateral loads.
9. USE OF PILES:
• Piles may be used for the following purposes,
1. End Bearing or compressive strength: To transfer the load
through a soft soil to a suitable bearing stratum by means
of end bearing of the piles.
2. Scour depth. To transfer the load through Water, for any
hydraulic structure because in this case, we have to keep
the foundation at the scour depth below the bed level.
For River Ravi Scour depth is 30 to 35m below the bed.
So if we go for the shallow foundation, we will have to
make an open pit, coffer dam diversion of River etc. and it
is highly uneconomical.
3. Tension or Uplift: For a very tall structure (tower), even if
the Soil is very good, but here the overturning is the
problem. So either make the base very large (Thick raft) or
make deep foundation.
10. USE OF PILES:
4) Vibration Control: if a machine is generating high vibrations,
then to absorb the vibrations either make a massive block or
the next choice is deep foundation, But Massive black is very
expensive. e.g. At Terbela the shaft of Turbine is 2m and
when it runs there area a lot of vibrations.
5) Compaction Piles: In order to compact the granular soils and
to increase their bearing capacity, piles are used (compaction
Piles).
6) Anchor Piles: To provide Anchorage against horizontal pull
from sheet piling walls or other pulling forces.
7) Fender piles: To protect Water front structure against impact
from ships or other floating objects.
8) Batter piles: To resist large horizontal or inclined forces.
9) Rapid Construction: Piles can also be used if the time
schedule has much importance.
11. CLASSIFICATION OF PILES:
• With respect to:
1.Mode of construction
2.Material of construction
3.Material of load
4.Function of pile
5.Shape
6.Size
12. CLASSIFICATION W.R.T MODE OF CONSTRUCTION:
1. Pre-cast (Driven Piles )
2. Cast in-situ Piles (Bored Piles)
• Under sized Bore.(It is feasible because of less noise ,
under sized hole is dug and full size pile is driven, (NABWI
MOSQUE PILES).
• By driving the piles, the soil is displaced so type is
a) High volume displaced piles (vol. almost equal to vol.of
pile).
b) No volume displaced piles.
c) Low volume displaced piles.
13.
14. CLASSIFICATION W.R.T MATERIAL OF
CONSTRUCTION:
1) Timber piles: (Trunk of a Wooden tree, the
oldest pile)
2) Concrete pile
3) Steel pile
4) Composite pile: (Certain portion by one
material and certain portion by other
material)
15. CLASSIFICATION W.R.T MATERIAL OF LOAD:
Some times skin friction is predominant and
sometimes the End bearing so
1) Frictional Pile
If major part is taken by the shaft of pile. When
very Weak soils of large depths are available.
2) End Bearing Pile
When a soil layer of reasonable strength is
available at a reasonable depth.
3. Combination of Two. (Friction cum bearing piles)
16. CLASSIFICATION W.R.T FUNCTION OF PILE:
1) Compression pile: (To resist the comp. load)
2) Tension pile or Anchor pile
3) Compaction pile: (granular soil i.e. very loose sand
can be compacted by driving the piles at one
place, then are pulled out and driven at the next
place, in this way sand is densified).
4) Fender piles: (Used near sea-part to protect the
Harbour, just to absorb the impact of floating
objects)
5) Batter piles: (Provided at an inclination their
stability is more against overturning).
6) Sheet piles.(To reduce seepage or to provide lateral
stability).
18. a) X- cross-section b) H - cross-section c) steel pipe
Steel piles cross-sections
19. CLASSIFICATION W.R.T SIZE:
1. Large Dia Pile: ( > 24”)
2. Small Dia Pile: ( > 6” to 24”)
3. Micro Dia Pile: (= 4” to 6”)
(These are used for specific projects I,e for Repair ).
1. Root Pile(Rectangular) Used for special
projects i,e for under pressing, Repair).
If > 24” then These are called as pier
20.
21.
22.
23.
24. PILE INSTALLATION METHODS
• The installation process and method of installations are
equally important factors as of the design process of pile
foundations. In this section we will discuss the two main
types of pile installation methods;
• installation by pile hammer and
• boring by mechanical auger.
• In order to avoid damages to the piles, during design,
installation Methods and installation equipment
should be carefully selected.
25. Pile driving methods (displacement piles)
• Methods of pile driving can be categorized as
follows:
• Dropping weight
• Explosion
• Vibration
• Jacking (restricted to micro-pilling)
• Jetting
26.
27. Drop hammers
• A hammer with approximately the weight of the pile
is raised a suitable height in a guide and released to
strike the pile head. This is a simple form of hammer
used in conjunction with light frames and test piling,
where it may be uneconomical to bring a steam boiler
or compressor on to a site to drive very limited
number of piles.
• There are two main types of drop hammers:
• Single-acting steam or compressed-air hammers
• Double-acting pile hammers
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