There are two broad classifications of foundations - shallow and deep. Types of shallow foundations include individual or isolated footings, combined footings, strip footings, and raft or mat foundations. Deep foundations include pile foundations, which transfer loads to deeper soil layers, and drilled shafts or caissons, which are similar to pile foundations but are cast-in-place. Factors such as soil type and load determine the appropriate foundation type, with isolated footings used for single columns and raft foundations spanning the entire building area for high loads.
Hi everyone thanks for you to see our report again, and our report contains every single information about deep foundation just like advantages and disadvantages and types and here again just like the shallow foundation report we compared both with each other.
And from this link you read about shallow foundation
https://www.slideshare.net/mobile/AliRizgar/shallow-foundation-full-information
And from this email you can ask any thing to us
Alirizgar234@gmail.com
Hi everyone thanks for you to see our report again, and our report contains every single information about deep foundation just like advantages and disadvantages and types and here again just like the shallow foundation report we compared both with each other.
And from this link you read about shallow foundation
https://www.slideshare.net/mobile/AliRizgar/shallow-foundation-full-information
And from this email you can ask any thing to us
Alirizgar234@gmail.com
About foundation and its Types
1. Foundation, Part of a structural system that supports and anchors the superstructure of a building and transmits its loads directly to the earth.
2. To prevent damage from repeated freeze-thaw cycles, the bottom of the foundation must be below the frost line.
3. The foundations of low-rise residential buildings are nearly all supported on spread footings, wide bases (usually of concrete) that support walls or piers and distribute the load over a greater area.
4. A concrete grade beam supported by isolated footings, piers, or piles may be placed at ground level, especially in a building without a basement, to support the exterior wall.
Types of Building Foundations- Shallow and DeepSHAZEBALIKHAN1
The article explains the types of building foundations, i.e., shallow and deep. Further, the examples, uses, design criteria of each of the shallow and deep foundations have been described in detail.
Foundation plays an important role in the Construction work. To build a strong building, we need to have a strong base and for increasing the life of the structure, it's necessary to have a strong foundation.
About foundation and its Types
1. Foundation, Part of a structural system that supports and anchors the superstructure of a building and transmits its loads directly to the earth.
2. To prevent damage from repeated freeze-thaw cycles, the bottom of the foundation must be below the frost line.
3. The foundations of low-rise residential buildings are nearly all supported on spread footings, wide bases (usually of concrete) that support walls or piers and distribute the load over a greater area.
4. A concrete grade beam supported by isolated footings, piers, or piles may be placed at ground level, especially in a building without a basement, to support the exterior wall.
Types of Building Foundations- Shallow and DeepSHAZEBALIKHAN1
The article explains the types of building foundations, i.e., shallow and deep. Further, the examples, uses, design criteria of each of the shallow and deep foundations have been described in detail.
Foundation plays an important role in the Construction work. To build a strong building, we need to have a strong base and for increasing the life of the structure, it's necessary to have a strong foundation.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
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.
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/
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
The Benefits and Techniques of Trenchless Pipe Repair.pdf
BCO MP.docx
1. Y.B. PATIL POLYTECHNIC
SECTOR NO. 29, AKURDI, PUNE -411044, INDIA
HRISHIKESH TARANGE – Y-2070-1901340102
ATHARVA PATIL – Y-2075-1901340081
YOGESH YELAVI -Y-2083-1901340103
PRATHAMESH ROKDE – Y-2031-1901340079
AVINASH SAKHERE – Y-2058 -1901340080
DAVENDRA SUTHAR – Y-2077-1901340104
This is to certify ;has satisfactorily carried out and completed the project work entitled
types of foundation
This work is being submitted for the award of Diploma in civil Engineering partial fulfillment of
prescribed syllabus of M.S.B.T.E Mumbai for academic Year 2020
MR.SHUBHAM CHANDGUDE MR,ABHIJEET PATIL
GUIDE HOD CIVIL DEPARTMENT
PRINCIPLE
PROF.A.S KONDEKAR
Micro project proposal
Topic-types of foundation
2. 1.Aims/benefits of micro project: To get knowledge about total station its objective its
component use in civil engineering introduction & knowledge of total station
2 Course outcome addressed.
1 To learn about types of foundation
2. To learn about component & it use
3. To learn about their advantage & disadvantage
3 Action plan
Sr.
No.
Details of activity Planned
Start date
Planed
Finished
date
Name of
responsible
team member
1) Collection of information. 20/06/2020 20/06/2020 HRISHIKESH
TARANGE –
Y1171
ATHARVA
PATIL – Y1154
2) Working of Microsoft
Word.
20/06/2020 23/06/2020 YOGESH
YELAVI –
Y1177
PRATHAMESH
ROKDE –
Y1161
3) Taking Prints of the project
made in Microsoft Word &
Microsoft word & binding it
22/06/2020 22/06/2020 AVINASH
SAKHERE –
Y1162
DAVENDRA
SUTAR –
Y1170
5 Resource Required
Sr.no Name of resource /materials specification Qty Remark
1 Internet and reference book Collect
information
1
3. 2 laptop Working on
Microsoft word
1
Name of team member with roll no
HRISHIKESH TARANGE – Y2070
ATHARVA PATIL – Y2075
YOGESH YELAVI – Y2083
PRATHAMESH ROKDE – Y2031
AVINASH SAKHERE – Y2058
DAVENDRA SUTAR – Y2077
Micro project evaluation sheet
Name of student
HRISHIKESH TARANGE – Y2070
ATHARVA PATIL – Y2075
4. YOGESH YELAVI – Y2083
PRATHAMESH ROKDE – Y2031
AVINASH SAKHERE – Y2058
DAVENDRA SUTAR – Y2077
Name of programme: micro project on the types of foundation
Semester:1st
Course title: Building construction
Title of micro project : types of foundation
Course outcome achieved
1 To learn about types of foundation
2. To learn about component & it use
3. To learn about their advantage & disadvantage
Sr
no
Characteristic to be
assessed
Poor
(mark 1-3)
Average
(mark 4-5)
Good
(mark 6-8)
Excellent
(mark 9-10)
Sub total
(A)PROCESS AND PRODUCT ASSESSMENT CONVERT ABOVE TOTAL MARK OUT OF 6 MARK
1 Relevance to the course
2 Literature review/information
3 Completion of the target as
per project proposal
4 Analysis of date and
representation
5 Quality of prototype/model
6 Report preparation
(B)INDIVIDUAL PRESENTATION/VIVA CONVERT ABOVE MARK OUT OF 4 MARKS
7 Presentation
8 viva
NAME ROLL NO
(A)
PROCESS AND
PRODUCT
ASSESSMENT
(6MARK)
(B)
INDIVIDUAL
PRESENTATIO
N/ VIVA (4
MARK)
TOTAL
MARK (10
MARK)
5. HRISHIKESH
TARANGE
Y-2070
ATHARVA PATIL Y-2075
YOGESH YELAVI Y-2083
PRATHAMESH
ROKDE
Y-2031
AVINASH SAKHERE Y-2058
DAVENDRA SUTAR Y-2077
COMMENTS/SUGGESTION ABOUT TEAMWORK/LEADERSHIP/INTERPERSONAL
COMMUNICATION ( IF ANY)
NAME AND DESIGNATION OF TEACHER …………………………………………………
DATED SIGNATURE………………………………
6. Foundations are classified as shallow and deep foundations. Types of foundations under
shallow and deep foundations for building construction and their uses are discussed.
It is advisable to know the suitability of each type of foundation before their selection in any
construction project.
Types of Foundation and their Uses
Following are different types of foundations used
1. Shallow foundation
○ Individual footing or isolated footing
○ Combined footing
○ Strip foundation
○ Raft or mat foundation
2. Deep Foundation
○ Pile foundation
○ Drilled Shafts or caissons
Types of Shallow Foundations
1. Individual Footing or Isolated Footing
Individual footing or an isolated footing is the most common type of foundation used for
building construction. This foundation is constructed for a single column and also called a pad
foundation.
The shape of individual footing is square or rectangle and is used when loads from the
structure are carried by the columns. Size is calculated based on the load on the column and
the safe bearing capacity of soil.
Rectangular isolated footing is selected when the foundation experiences moments due to the
eccentricity of loads or due to horizontal forces.
For example, Consider a column with a vertical load of 200 kN and a safe bearing capacity of
100 kN/m2 then the area of the footing required will be 200/100 = 2m2. So, for a square
footing, the length and width of the footing will be 1.414 m x 1.414 m.
2. Combined Footing
7. Combined footing is constructed when two or more columns are close enough and their
isolated footings overlap each other. It is a combination of isolated footings, but their structural
design differs.
The shape of this footing is a rectangle and is used when loads from the structure are carried
by the columns.
3. Spread footings or Strip footings and Wall footings
Spread footings are those whose base is wider than a typical load-bearing wall foundation.
The wider base of this footing type spreads the weight from the building structure over more
area and provides better stability.
Spread footings
Spread footings and wall footings are used for individual columns, walls and bridge piers
where the bearing soil layer is within 3m (10 feet) from the ground surface. Soil bearing
capacity must be sufficient to support the weight of the structure over the base area of the
structure.
These should not be used on soils where there is any possibility of a ground flow of water
above the bearing layer of soil which may result in scour or liquefaction.
4. Raft or Mat Foundations
Raft or mat foundations are the types of foundation which are spread across the entire area
of the building to support heavy structural loads from columns and walls.
8. Raft or Mat
Foundation
The use of mat foundation is for columns and walls foundations where the loads from the
structure on columns and walls are very high. This is used to prevent differential settlement of
individual footings, thus designed as a single mat (or combined footing) of all the load-bearing
elements of the structure.
It is suitable for expansive soils whose bearing capacity is less for the suitability of spread
footings and wall footings. Raft foundation is economical when one-half area of the structure
is covered with individual footings and wall footings are provided.
These foundations should not be used where the groundwater table is above the bearing
surface of the soil. The use of foundation in such conditions may lead to scour and liquefaction.
Types of Deep Foundation
5. Pile Foundations
Pile foundation is a type of deep foundation which is used to transfer heavy loads from the
structure to a hard rock strata much deep below the ground level.
9. Pile Foundation
Pile foundations are used to transfer heavy loads of structures through columns to hard soil
strata which is much below ground level where shallow foundations such as spread footings
and mat footings cannot be used. This is also used to prevent uplift of the structure due to
lateral loads such as earthquake and wind forces.
Read More on Deep Foundations
Pile foundations are generally used for soils where soil conditions near the ground surface are
not suitable for heavy loads. The depth of hard rock strata may be 5m to 50m (15 feet to 150
feet) deep from the ground surface.
Pile foundation resists the loads from the structure by skin friction and by end bearing. The
use of pile foundations also prevents differential settlement of foundations.
Read More on Pile Foundation
6. Drilled Shafts or Caisson Foundation
Drilled shafts, also called caissons, is a type of deep foundation and has an action similar to
pile foundations discussed above, but are high capacity cast-in-situ foundations. It resists
loads from structure through shaft resistance, toe resistance and/or combination of both of
these. The construction of drilled shafts or caissons are done using an auger.
10. Fig: Drilled Shafts or Caisson Foundation (Source:
Hayward Baker)
Drilled shafts can transfer column loads larger than pile foundations. It is used where the depth
of hard strata below ground level is located within 10m to 100m (25 feet to 300 feet).
Drilled shafts or caisson foundation is not suitable when deep deposits of soft clays and loose,
water-bearing granular soils exist. It is also not suitable for soils where caving formations are
difficult to stabilize, soils made up of boulders, artesian aquifers exist.
Summary:
What are broad classifications of foundation?
Building foundations are broadly classified as shallow and deep foundations.
What are Types of Shallow Foundation?
Types of shallow foundations are individual footing or isolated footing, combined footing, strip
foundation, raft or mat foundation.
What are Types of Deep Foundation?
11. Types of deep foundations are pile foundation and drilled shafts or caissons.
What is the difference between pile foundation and drilled shafts?
Drilled shafts have an action similar to pile foundations but are high capacity cast-in-situ
foundations. It can transfer column loads larger than pile foundations. It is used where the
depth of hard strata below ground level is located within 10m to 100m (25 feet to 300 feet).
What is the difference between isolated and combined footing?
Combined footing is constructed when two or more columns are close enough and their
isolated footings overlap each other. It is a combination of isolated footings, but their structural
design differs.
When is Raft or Mat Foundations used?
The use of raft or mat foundation is for columns and walls foundations where the loads from
the structure on columns and walls are very high. Rafts are used to prevent differential
settlement of individual footings, thus designed as combined footing of all the load-bearing
elements of the structure.