Validation of Design Recommendations for Integral Abutment Piles PDF Download
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Author: D. D. Girton
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 40
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Book Description
Author: D. D. Girton
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 40
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: Murad Abu-Farsakh
Publisher: Springer
ISBN: 3319616420
Category : Science
Languages : en
Pages : 314
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Book Description
This volume on “Advances in Analysis and Design of Deep Foundations” contains 22 technical papers which cover various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling, and analytical solutions. The technical papers are 8-10 pages long that present the results and findings from research as well as practical-oriented studies on deep foundations that are of interest to civil/geotechnical engineering community. The topics cover a wide spectrum of applications that include evaluation of the axial and lateral capacity of piles, pile group effects, evaluation of the increase in pile capacity with time (or pile setup), influence of excavation on pile capacity, study the behavior of pile raft caisson foundations, evaluate the bearing capacity and settlement of piles from cone penetration tests, etc. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017.
Author: Robert J. Frosch
Publisher: Joint Transportation Research Program
ISBN: 9781622600120
Category :
Languages : en
Pages : 149
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Book Description
Integral abutment (IA) construction has become the preferred method over conventional construction for use with typical highway bridges. However, the use of these structures is limited due to state mandated length and skew limitations. To expand their applicability, studies were implemented to define limitations supported by rational analysis rather than simply engineering judgment. Previous research investigations have resulted in larger length limits and an overall better understanding of these structures. However, questions still remain regarding IA behavior; specifically questions regarding long-term behavior and effects of skew. To better define the behavior of these structures, a study was implemented to specifically investigate the long term behavior of IA bridges. First, a field monitoring program was implemented to observe and understand the in-service behavior of three integral abutment bridges. The results of the field investigation were used to develop and calibrate analytical models that adequately capture the long-term behavior. Second, a single-span, quarter-scale integral abutment bridge was constructed and tested to provide insight on the behavior of highly skewed structures. From the acquired knowledge from both the field and laboratory investigations, a parametric analysis was conducted to characterize the effects of a broad range of parameters on the behavior of integral abutment bridges. This study develops an improved understanding of the overall behavior of IA bridges. Based on the results of this study, modified length and skew limitations for integral abutment bridge are proposed. In addition, modeling recommendations and guidelines have been developed to aid designers and facilitate the increased use of integral abutment bridges.
Author: Steven Kent Edmunds
Publisher:
ISBN:
Category :
Languages : en
Pages : 156
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Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 200
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Author: Patrick Brian Ebner
Publisher:
ISBN:
Category :
Languages : en
Pages : 270
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Book Description
Author: L. F. Greimann
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 260
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Book Description
Two analytical models were developed to predict the effect of integral abutment bridge movements on the pile capacity.
Author: John G. DeLano
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 220
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Book Description
In Maine, there are often cases where the depth to bedrock prohibits integral abutments bridges from being used. The goal of this research is to determine the feasibility of constructing integral abutments in conditions that cannot provide the fixed support conditions that are traditionally assumed. A finite element model was created that incorporates realistic constitutive and surface interaction models.
Author: Voraniti Chovichien
Publisher:
ISBN:
Category :
Languages : en
Pages : 489
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