Evaluation of Structural Performance of Bridge Approach Slabs

Evaluation of Structural Performance of Bridge Approach Slabs PDF Author: Stanley Y. T. Chen
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 114

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Evaluation of Structural Performance of Bridge Approach Slabs

Evaluation of Structural Performance of Bridge Approach Slabs PDF Author: Stanley Y. T. Chen
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 114

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Performance Evaluation of Bridge Approaches

Performance Evaluation of Bridge Approaches PDF Author:
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 68

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Evaluation of Bridge Approach Slabs, Performance and Design

Evaluation of Bridge Approach Slabs, Performance and Design PDF Author: Ronaldo Luna
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 212

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The design changes in the 1990s to bridge approaches resulted in approach slabs of about 8m in length supported at one end on the bridge abutment and at the other by a sleeper beam resting on the embankment. These slabs have not performed adequately due primarily to excessive deformation of the foundation and fill soils under the slab and sleeper beam. Survey questionnaires were administered for resident engineers in MoDOT and neighboring states to assess overall performance. Two bridge sites were selected for more detailed study of the deformation mechanisms. Analyses involving modeling using a finite element method program were conducted using soil properties obtained from drilling, sampling and laboratory testing at the study sites. Conclusions and recommendations are in the following categories: initiating programmatic instrumentation and monitoring plans for approach embankments; enhanced drilling, sampling and analysis at locations of future embankments; geosynthetic reinforcement of the embankment; staged construction; separating grading and paving contract; abutment and drainage details; and improved compaction specifications.

Evaluation of Bridge Approach Slab Effectiveness

Evaluation of Bridge Approach Slab Effectiveness PDF Author: Peter Sajer
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 376

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Bridge Engineering Handbook, Five Volume Set

Bridge Engineering Handbook, Five Volume Set PDF Author: Wai-Fah Chen
Publisher: CRC Press
ISBN: 1482255030
Category : Technology & Engineering
Languages : en
Pages : 3130

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Book Description
Over 140 experts, 14 countries, and 89 chapters are represented in the second edition of the Bridge Engineering Handbook. This extensive collection provides detailed information on bridge engineering, and thoroughly explains the concepts and practical applications surrounding the subject, and also highlights bridges from around the world.Published

Field Performance of Alternative and Cost Efficient Cast in Place and Precast Prestressed Concrete Bridge Approach Slabs

Field Performance of Alternative and Cost Efficient Cast in Place and Precast Prestressed Concrete Bridge Approach Slabs PDF Author: Nathan Price Muncy
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 380

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"In December of 2010, the Missouri Department of Transportation (MoDOT) investigated alternative cost efficient bridge approach slabs (BASs). New BAS designs were subsequently developed and had a projected cost savings up to twenty-four percent with anticipated equal or better structural performance. A precast-prestressed (PCPS) BAS was introduced as an alternative to traditional BASs that offers advantages such as rapid construction and improved long-term durability. The three new BAS designs were implemented into in-situ bridge projects by MoDOT and the field performance was evaluated within this research study. Field testing of each BAS was performed using two MoDOT HS20 trucks. Various instrumentation including inclinometers and high precision surveying equipment were used to monitor the BAS performance during field load testing. The innovative PCPS BAS was instrumented with internal vibrating wire strain gauges (VWSG) and moisture gauges. Finite element models (FEM) were constructed to verify the field load testing behavior and to predict the BASs future behavior. A full-scale PCPS panel was tested in the Structural Engineering Research Laboratory (SERL) in Butler Carlton Hall on the Missouri University of Science and Technology (Missouri S&T) Campus to determine the performance under various washout conditions (i.e. lengths). The support rotations, deflections, and strains were noted. In addition, the failure of the panel was tested to verify the intended design strength of the precast-prestressed approach slab"--Abstract, leaf iii.

Bridge Engineering Handbook

Bridge Engineering Handbook PDF Author: Wai-Fah Chen
Publisher: CRC Press
ISBN: 1439852294
Category : Technology & Engineering
Languages : en
Pages : 734

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Book Description
Over 140 experts, 14 countries, and 89 chapters are represented in the second edition of the Bridge Engineering Handbook. This extensive collection highlights bridge engineering specimens from around the world, contains detailed information on bridge engineering, and thoroughly explains the concepts and practical applications surrounding the subjec

Settlement of Bridge Approaches

Settlement of Bridge Approaches PDF Author: J.-L. Briaud
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 88

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Book Description
This synthesis will be of interest to state Departments of Transportation (DOTs) geotechnical, structural, roadway design, construction, and maintenance engineers; DOT research staff; and personnel in local transportation agencies. This synthesis describes the current state of the practice for the design, construction, and maintenance of bridge approaches to reduce, eliminate, or compensate for settlement at the bridge/abutment/embankment interface or the bump at the end of the bridge. It discusses the geotechnical and structural engineering design and procedural factors to reduce the bump at the end of the bridge, and includes numerous illustrations. This report of the Transportation Research Board presents data obtained from a review of the literature and a survey of the state DOTs. It is a supplemental update to Synthesis of Highway Practice 159: Design and Construction of Bridge Approaches (1990). The synthesis identifies and describes techniques that have been used to alleviate the problem of the bump at the end of the bridge including the location and cause of settlement and methods used to reduce settlement. In addition, the types of interaction between various divisions of the DOTs in the design, construction, and maintenance of bridge approaches are addressed.

Bridge Design, Assessment and Monitoring

Bridge Design, Assessment and Monitoring PDF Author: Airong Chen
Publisher: Routledge
ISBN: 1351208780
Category : Technology & Engineering
Languages : en
Pages : 124

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Book Description
Bridges play important role in modern infrastructural system. This book provides an up-to-date overview of the field of bridge engineering, as well as the recent significant contributions to the process of making rational decisions in bridge design, assessment and monitoring and resources optimization deployment for the purpose of enhancing the welfare of society. Tang specifies the purposes and requirements of the conceptual bridge design, considering bridge types, basic elements, structural systems and load conditions. Cremona and Poulin propose an assessment procedure for existing bridges. Kallias et al. develop a framework for the performance assessment of metallic bridges under atmospheric exposure by integrating coating deterioration and corrosion modelling. Soriano et al. employ a simplified approach to estimate the maximum traffic load effect on a highway bridge and compare the results with other approaches based on on-site weigh-in-motion data. Akiyama et al. propose a method for reliability-based durability design and service life assessment of reinforced concrete deck slab of jetty structures. Chen et al. propose a meso-scale model to simulate the uniform and pitting corrosion of rebar in concrete and to obtain the crack patterns of the concrete with different rebar arrangements. Ruan et al. present a traffic load model for long span multi-pylon cable- stayed bridges. Khuc and Catbas implement a non-target vision- based method for the measurement of both static and dynamic displacements time histories. Finally, Cruz presents the career of the outstanding bridge engineer Edgar Cardoso in the fields of bridge design and experimental analysis. The book serves as a valuable reference to all concerned with bridge structure and infrastructure systems, including students, researchers, engineers, consultants and contractors from all areas sections of bridge engineering. The chapters originally published as a special issue in Structure and Infrastructure Engineering.

Evaluating the Performance of Bridge Approach Slabs in South Carolina

Evaluating the Performance of Bridge Approach Slabs in South Carolina PDF Author: Wu Yang
Publisher:
ISBN:
Category :
Languages : en
Pages : 284

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