Lateral Load Tests on Full-scale Pile Groups in Cohesive Soils PDF Download
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Author: Jai B. Kim
Publisher:
ISBN:
Category :
Languages : en
Pages : 163
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Book Description
Author: Jai B. Kim
Publisher:
ISBN:
Category :
Languages : en
Pages : 163
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 398
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 360
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Book Description
Author: Jai B. Kim
Publisher:
ISBN:
Category :
Languages : en
Pages : 28
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Book Description
Author: Lymon C Reese
Publisher: CRC Press
ISBN: 9789058093486
Category : Technology & Engineering
Languages : en
Pages : 484
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Book Description
Guiding the professional through the complexities of lateral-load design, this book and CD-ROM combination introduces the procedures involved in piles and pile group design. This is a problem that can only be solved by accounting for the soil resistance as related to the lateral deflection of the pile. Intricate equations are derived and fully explained, enabling the designer to find the critical loads, either causing a pile to be overloaded or causing too much lateral deflection. The CD-ROM contains simplified versions of two required programs that allow the reader to check the solutions of some of the examples given in the book and to find answers to related problems.
Author:
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 56
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Book Description
Author: Clark Stephen Morrison
Publisher:
ISBN:
Category : Materials
Languages : en
Pages : 306
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Book Description
Lateral-load tests were performed on a large-scale, well-instrumented group of piles in sand. A similar single pile, also well-instrumented, was tested in the same soil. The group of piles and the single pile were installed in Houston for previous research projects. The native clay soil was removed from the upper portion of the piles and replaced with clean sand. Cyclic lateral loads were applied to the piles, and the response of the instrumentation was recorded. The results of the loads test of the group are compared with the results of current design methods. The methods include DEFPIG, the Focht-Koch method, the single-pile method, and the Bogard-Matlock method. Because none of the methods provided entirely satisfactory results, an analytical procedure is provided which yields good agreement with the results of the load-test.
Author: Steven Lawrence Kramer
Publisher:
ISBN:
Category : Concrete piling
Languages : en
Pages : 96
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Book Description
Author: Brian H. Garrett
Publisher:
ISBN:
Category : Lateral loads
Languages : en
Pages : 130
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Book Description
Author: Jeffrey L. Snyder
Publisher:
ISBN:
Category : Electronic dissertations
Languages : en
Pages : 220
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Book Description
A series of static lateral load tests were conducted on a group of fifteen piles arranged in a 3x5 pattern. The piles were placed at a center-to-center spacing of 3.92 pile diameters. A single isolated pile was also tested for comparison to the group response. The subsurface profile consisted of cohesive layers of soft to medium consistency underlain by interbedded layers of sands and fine-grained soils. The piles were instrumented to measure pile-head deflection, rotation, and load, as well as strain versus pile depth.
