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Effect of Compressive Load on Uplift Capacity of Cast-Insitu Bored Piles
by
Shelke, Amit
, Patra, N. R.
in
Automobiles
/ Axial stress
/ Bored piles
/ Boring
/ Capacity
/ Civil Engineering
/ Compression
/ Compression tests
/ Earth and Environmental Science
/ Earth Sciences
/ Field tests
/ Friction
/ Geotechnical Engineering & Applied Earth Sciences
/ Hydrogeology
/ Load tests
/ Pile load tests
/ Piles
/ Pressure casting
/ Sand
/ Shaft friction
/ Technical Note
/ Tension
/ Terrestrial Pollution
/ Uplift
/ Waste Management/Waste Technology
2011
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Effect of Compressive Load on Uplift Capacity of Cast-Insitu Bored Piles
by
Shelke, Amit
, Patra, N. R.
in
Automobiles
/ Axial stress
/ Bored piles
/ Boring
/ Capacity
/ Civil Engineering
/ Compression
/ Compression tests
/ Earth and Environmental Science
/ Earth Sciences
/ Field tests
/ Friction
/ Geotechnical Engineering & Applied Earth Sciences
/ Hydrogeology
/ Load tests
/ Pile load tests
/ Piles
/ Pressure casting
/ Sand
/ Shaft friction
/ Technical Note
/ Tension
/ Terrestrial Pollution
/ Uplift
/ Waste Management/Waste Technology
2011
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While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Effect of Compressive Load on Uplift Capacity of Cast-Insitu Bored Piles
by
Shelke, Amit
, Patra, N. R.
in
Automobiles
/ Axial stress
/ Bored piles
/ Boring
/ Capacity
/ Civil Engineering
/ Compression
/ Compression tests
/ Earth and Environmental Science
/ Earth Sciences
/ Field tests
/ Friction
/ Geotechnical Engineering & Applied Earth Sciences
/ Hydrogeology
/ Load tests
/ Pile load tests
/ Piles
/ Pressure casting
/ Sand
/ Shaft friction
/ Technical Note
/ Tension
/ Terrestrial Pollution
/ Uplift
/ Waste Management/Waste Technology
2011
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Effect of Compressive Load on Uplift Capacity of Cast-Insitu Bored Piles
Journal Article
Effect of Compressive Load on Uplift Capacity of Cast-Insitu Bored Piles
2011
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Overview
Field tests were conducted to study the effect of compressive loading on the uplift capacity of single piles embedded in silty sand. The test program consists of four instrumented cast in situ axial pile load tests in compression, pure tension and tension with 25 and 50% of compressive load of ultimate capacity in compression. The experimental results indicate that the net ultimate uplift capacity of single pile decreases with increase in compressive load. The shaft friction is non linear in nature. It observed that as the compressive load increases the shaft friction along the length of pile decreases.
Publisher
Springer Netherlands,Springer Nature B.V
Subject
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