Civil Engineer | M.E. Grad in Transportation Engg. | Passionate about teaching | Derive my happiness sharing knowledge and help learners

Dhananjay Pandya

PILE FOUNDATIONS. A pile is basically a long cylinder of a strong material such as concrete that is pushed into the ground to act as a steady support for structures built on top of it. Pile foundations are used in the following situations: When there is a layer of weak soil at the surface.

Mechanism:-
Pile foundations are principally used to transfer the loads from superstructures, through weak, compressible strata or water onto stronger, more compact, less compressible and stiffer soil or rock at depth, increasing the effective size of a foundation and resisting horizontal loads. They are typically used for large structures, and in situations where soil is not suitable to prevent excessive settlement.

Function:-
As pile foundations carry a lot of load, they must be designed very carefully. A good engineer will study the soil the piles are placed in to ensure that the soil is not overloaded beyond its bearing capacity.
Every pile has a zone of influence on the soil around it. Care must be taken to space the piles far enough apart so that loads are distributed evenly over the entire bulb of soil that carries them, and not concentrated into a few areas.

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Hindi

(Hindi) Pile Foundation : GATE (CE)

Shallow Foundation

Geo-technical Engg & Found. Engg

Civil Engineering

GATE & ESE - Civil

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Course Overview (in Hindi)

Introduction and Types of Pile (1) (in Hindi)

Introduction and types of Pile (1) (in Hindi)

Types of Pile (2) (in Hindi)

Ult. load carrying capacity of pile- Analatical Method (in Hindi)

Ultimate Load Carrying Capacity of Pile: Analytical Method (in Hindi)

Analatical and Dynamic Method- (in Hindi)

Analytical and Dynamic Method: (in Hindi)

Dynamic Method (in Hindi)

Field Method {Pile Load Test}

Standard Penetration Test And Static / Dutch Cone penetration Test

Field method {Standard Penetration Test & Static Cone Penetration Test}

Under-reamed pile
Case-1 Single bulb under reamed pile
Case-2 Multi bulb under reamed pile

Under-Reamed Pile

Negative Skin Friction

Theoretical concepts of group action of pile

Group Action of Pile

Ultimate & Allowable load carrying capacity of pile group, Group Efficiency

Ultimate load carrying capacity of pile

Numerical's (1)

Numerical's (2)

Numerical's (3)

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Shahnawaz Mohd

This is the 2nd part of foundation engineering. In this part you will learn about stability of slopes and Soil exploration.

(Hindi) Foundation Engineering Part 2

Mtech (Environmental Science and Technology) 
BE (Civil Engineering) 
Major interest in Rural Development and Watershed Management 

Sharayu Pujari

This course will include all important expected practice questions related to earth pressure theories solved in simple steps.

Expected Questions on Earth Pressure for GATE Civil

Civil Engineer.Worked with HCC&other esteemed Real Estate comp.Qualified GATE, IES Pre ,IAS,IBPS Mains &other PSU exams.AIR 15 Rank SSC CGL

Er Prateek Garg

In this course, Prateek shall be discussing questions which were asked in the examination for bearing capacity. The course is useful for GATE, ESE.

Shallow Foundation and Bearing Capacity for Engineering

B.Tech :* Civil Engineer *: Teaching is my passion . I enjoy Teaching .

Nur NUR

This is a Foundation Engineering course which covers Deep foundation topic.

(Hindi) Deep Foundation (Full Course) : GATE (Civil)

In this course you will learn about pile foundations.

Pile Foundation for GATE (Civil)

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Praveen Kumar

In this course, the educator discusses the shear strength of soil.
The course will be beneficial for GATE (Civil) aspirants.

Lessons

16 lessons • 3h 33m

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Course Overview (in Hindi)

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Introduction and types of Pile (1) (in Hindi)

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Types of Pile (2) (in Hindi)

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Ultimate Load Carrying Capacity of Pile: Analytical Method (in Hindi)

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Analytical and Dynamic Method: (in Hindi)

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Dynamic Method (in Hindi)

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Field Method {Pile Load Test}

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Field method {Standard Penetration Test & Static Cone Penetration Test}

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Under-Reamed Pile

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Negative Skin Friction

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