Author: Ahmed Shlash
Publisher:
ISBN:
Category :
Languages : en
Pages : 346
Book Description
Experimental Study of Ultimate Uplift Resistance of Roughened Model Piles in Sand
Model Tests for Uplift Resistance of Piles in Sand
Author: AI. Al-Mhaidib
Publisher:
ISBN:
Category : Large-scale models
Languages : en
Pages : 9
Book Description
An experimental program using large model piles in sand was conducted to study the shaft resistance behavior of piles subject to uplift loads. Model single pipe piles of different diameters (45 to 178 mm) were subjected to static uplift loading to failure. The piles, which had an embedded length of about 1.7 to 2 m, were installed in a large test pit (3 by 3 by 3 m) by three different methods (driving, jacking, and a reference undisturbed method with negligible lateral displacement) to assess the influence of method of installation on shaft resistance. The tests were performed in two initial densities of a sand (loose and dense). The experimental results were analyzed statistically. The results show that the initial sand density and the method of pile installation are the most significant factors that affect uplift capacity. Installation methods that cause less disturbance give higher uplift capacity. Unit shaft resistance could be reduced as much as by half depending on the method of pile installation relative to the undisturbed method. The displacement at the ultimate uplift load is in the range of 5 to 12.5 mm and independent of soil type and pile diameter, but depends on method of pile installation.
Publisher:
ISBN:
Category : Large-scale models
Languages : en
Pages : 9
Book Description
An experimental program using large model piles in sand was conducted to study the shaft resistance behavior of piles subject to uplift loads. Model single pipe piles of different diameters (45 to 178 mm) were subjected to static uplift loading to failure. The piles, which had an embedded length of about 1.7 to 2 m, were installed in a large test pit (3 by 3 by 3 m) by three different methods (driving, jacking, and a reference undisturbed method with negligible lateral displacement) to assess the influence of method of installation on shaft resistance. The tests were performed in two initial densities of a sand (loose and dense). The experimental results were analyzed statistically. The results show that the initial sand density and the method of pile installation are the most significant factors that affect uplift capacity. Installation methods that cause less disturbance give higher uplift capacity. Unit shaft resistance could be reduced as much as by half depending on the method of pile installation relative to the undisturbed method. The displacement at the ultimate uplift load is in the range of 5 to 12.5 mm and independent of soil type and pile diameter, but depends on method of pile installation.
Experimental Study of the Uplift Resistance of Piles
Author: Richard Allen Blackburn
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 312
Book Description
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 312
Book Description
Numerical and Experimental Study of Shaft Resistance of Piles in Granular Soils
Author: Mostafa A. Abdel Rahman
Publisher:
ISBN:
Category :
Languages : en
Pages : 370
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 370
Book Description
Ultimate Uplift Capacity of Piles in Sand Under Inclined Loads
Author: Ahmad Ibrahim El-Mahmoud
Publisher:
ISBN:
Category : Foundations
Languages : en
Pages : 140
Book Description
Publisher:
ISBN:
Category : Foundations
Languages : en
Pages : 140
Book Description
Uplift Resistance of Caisson Piles in Sand
Author: Harry Frank MacDonald
Publisher:
ISBN:
Category :
Languages : en
Pages : 128
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 128
Book Description
Transportation Research Record
Pile Design and Construction Practice
Author: Willis H. Thomas
Publisher: CRC Press
ISBN: 0203964292
Category : Technology & Engineering
Languages : en
Pages : 566
Book Description
This international handbook is essential for geotechnical engineers and engineering geologists responsible for designing and constructing piled foundations. It explains general principles and practice and details current types of pile, piling equipment and methods. It includes calculations of the resistance of piles to compressive loads, pile group
Publisher: CRC Press
ISBN: 0203964292
Category : Technology & Engineering
Languages : en
Pages : 566
Book Description
This international handbook is essential for geotechnical engineers and engineering geologists responsible for designing and constructing piled foundations. It explains general principles and practice and details current types of pile, piling equipment and methods. It includes calculations of the resistance of piles to compressive loads, pile group
Construction in Geotechnical Engineering
Author: Madhavi Latha Gali
Publisher: Springer
ISBN: 9789811560927
Category : Science
Languages : en
Pages : 0
Book Description
This volume comprises select papers presented during the Indian Geotechnical Conference 2018. This volume discusses construction challenges and issues in geotechnical engineering. The contents cover foundation design and analysis, issues related to geotechnical structures, including dams, retaining walls, embankments and pavements, and rock mechanics and construction in rocks and rocky environments. Many of the papers discuss live case studies related to important geotechnical engineering projects worldwide, providing useful insights into the realistic designs and constructions. This volume will be of interest to students, researchers and practitioners alike.
Publisher: Springer
ISBN: 9789811560927
Category : Science
Languages : en
Pages : 0
Book Description
This volume comprises select papers presented during the Indian Geotechnical Conference 2018. This volume discusses construction challenges and issues in geotechnical engineering. The contents cover foundation design and analysis, issues related to geotechnical structures, including dams, retaining walls, embankments and pavements, and rock mechanics and construction in rocks and rocky environments. Many of the papers discuss live case studies related to important geotechnical engineering projects worldwide, providing useful insights into the realistic designs and constructions. This volume will be of interest to students, researchers and practitioners alike.