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Investigation And Analysis Of Laterally Loaded Piles


Investigation And Analysis Of Laterally Loaded Piles
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Investigation And Analysis Of Laterally Loaded Piles


Investigation And Analysis Of Laterally Loaded Piles
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Author : D. W. Trotland
language : en
Publisher:
Release Date : 1961

Investigation And Analysis Of Laterally Loaded Piles written by D. W. Trotland and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1961 with Concrete piling categories.




An Investigation And Comparison Of Accepted Design Methodologies For The Analysis Of Laterally Loaded Foundations


An Investigation And Comparison Of Accepted Design Methodologies For The Analysis Of Laterally Loaded Foundations
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Author : Chad Michael Rachel
language : en
Publisher:
Release Date : 2003

An Investigation And Comparison Of Accepted Design Methodologies For The Analysis Of Laterally Loaded Foundations written by Chad Michael Rachel and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with categories.


Single piles and pile groups are frequently subjected to high lateral forces. The safety and functionality of many structures depends on the ability of the supporting pile foundation to resist the resulting lateral forces. In the analysis and design of laterally loaded piles, two criterions usually govern. First, the deflection at the working load should not be so excessive as to impair the proper function of the supporting member. Second, the ultimate strength of the pile should be high enough to take the load imposed on it under the worst loading condition. Typically, pile length, pile section, soil type, and pile restraint dictate the analysis. This paper presents different methods, specifically Broms' method and the p-y method, for both the analysis and design of laterally loaded single piles. Both linear and nonlinear analyses are considered. The measured results of several full-scale field tests performed by Lymon Reese are compared to computed results using Broms' method of analysis and the p-y method of analysis. Observations are made as to the correlation between the results and recommendations are made as to the applicability of the accepted methods for the analysis and design of laterally loaded piles.



Numerical Analysis Of Laterally Loaded Piles


Numerical Analysis Of Laterally Loaded Piles
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Author : Lymon C. Reese
language : en
Publisher:
Release Date : 1960

Numerical Analysis Of Laterally Loaded Piles written by Lymon C. Reese and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1960 with Numerical analysis categories.




Experimental And Analytical Investigation Of Laterally Loaded Piles


Experimental And Analytical Investigation Of Laterally Loaded Piles
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Author : Matthew Neal Griggs
language : en
Publisher:
Release Date : 1993

Experimental And Analytical Investigation Of Laterally Loaded Piles written by Matthew Neal Griggs and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1993 with categories.




Investigation Of Laterally Loaded Piles


Investigation Of Laterally Loaded Piles
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Author : Manoucher Mechanic-Isfahani
language : en
Publisher:
Release Date : 1968

Investigation Of Laterally Loaded Piles written by Manoucher Mechanic-Isfahani and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1968 with categories.




Laterally Loaded Piles And Computer Program Com624g


Laterally Loaded Piles And Computer Program Com624g
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Author : Lymon C. Reese
language : en
Publisher:
Release Date : 1984

Laterally Loaded Piles And Computer Program Com624g written by Lymon C. Reese and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1984 with COM624G (Computer program) categories.


When the soil immediately below the base of a structure will not provide adequate bearing capacity, piles can be used to transfer load from the structure to soil strata which can support the applied load. This report deals with analysis of the lateral interaction of pile shaft and soil. Examples of such problems encountered by the Corps of Engineers are single-pile dolphins and baffles for grade control structures. A computer program called COM624, along with documentation, was developed at the University of Texas (UT) at Austin, to analyze laterally loaded pile problems. Analysis performed by program COM624 is dependent upon soil parameters input to the program. These soil parameters take the form of curves which simulate the nonlinear interaction of the pile and the surrounding soil. The UT Report also presented criteria for developing these soil response curves in various types of soils. This report consolidates the information available on laterally loaded pile analysis and provides supplementary data on Program COM624 (redesignated as COM624G). It describes modifications made in the input procedures and the addition of graphics options.



Analysis Of Laterally Loaded Piles In Multilayered Soil Deposits


Analysis Of Laterally Loaded Piles In Multilayered Soil Deposits
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Author : Dipanjan Basu
language : en
Publisher: Purdue University Press
Release Date : 2007-10-01

Analysis Of Laterally Loaded Piles In Multilayered Soil Deposits written by Dipanjan Basu and has been published by Purdue University Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007-10-01 with Transportation categories.


This report focuses on the development of a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum. Assuming that soil behaves as a linear elastic material, the governing differential equations for the deflection of laterally loaded piles were obtained using energy principles and calculus of variations. The differential equations were solved using both the method of initial parameters and numerical techniques. Soil resistance, pile deflection, slope of the deflected pile, bending moment and shear force can be easily obtained at any depth along the entire pile length. The results of the analysis were in very good agreement with three-dimensional finite element analysis results. The analysis was further extended to account for soil nonlinearity. A few simple constitutive relationships that allow for modulus degradation with increasing strain were incorporated into the analysis. The interaction of piles in groups was also studied.



Simplified Analysis Of Laterally Loaded Piles


Simplified Analysis Of Laterally Loaded Piles
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Author : Leonard Thomas Evans
language : en
Publisher:
Release Date : 1982

Simplified Analysis Of Laterally Loaded Piles written by Leonard Thomas Evans and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1982 with categories.




Single Piles And Pile Groups Under Lateral Loading


Single Piles And Pile Groups Under Lateral Loading
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Author : Lymon C. Reese
language : en
Publisher: CRC Press
Release Date : 2010-12-15

Single Piles And Pile Groups Under Lateral Loading written by Lymon C. Reese and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010-12-15 with Technology & Engineering categories.


The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common t



Dynamic Analysis For Laterally Loaded Piles


Dynamic Analysis For Laterally Loaded Piles
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Author : Kevin J. Bentley
language : en
Publisher:
Release Date : 1999

Dynamic Analysis For Laterally Loaded Piles written by Kevin J. Bentley and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999 with categories.