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Chapter
Source: Marketing of Engineering Services, January 1994, pages 77 - 82
  • Putting marketing into practice

  • Concept of segmentation

  • Dimensions and scope of segmentation

  • Segmentation as an analytic tool

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Chapter
Source: Prestressed Concrete Bridges: Design and Construction, January 2003, pages 206 - 249
  • Introduction

  • General arrangement

  • Casting of segments

  • Storage and transportation of segments

  • Segment erection, general

  • Segment erection by the balanced cantilever method

  • Segment erection by the span-by-span method

  • Segment erection by the progressive placement method

  • Design aspects associated with precast segmental decks

  • References

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Article
Authors: AJ MORETON, DC DALTON, DW SMITH
Source: ICE Proceedings, Volume 70, Issue 4, November 1981, pages 829 - 831
Proc. Instn Ciu. Engrs, Part 1, 1981,70, Nov., 829-831 841 8 DISCUSSION Epoxy glue joints in precast concrete segmental bridge construction A. J. MORETON M r D. C . Dalton, University of Leeds The Paper describes tests to check the validity of using epoxy joints in segmental construction-something which I have felt was long overdue. Segmental construction is particularly suited to multi-span viaducts with constant spans, such as the approaches to the Rio Niteroi bridge where some 3000 joints of this type were made...

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Article
Authors: A J MORETON
Source: ICE Proceedings, Volume 88, Issue 3, June 1990, pages 381 - 419
Proc. Instn Ciu. Engrs, Part 1,1990,88, June, 381419 9509 STRUCTURAL ENGINEERING GROUP Segmental bridge construction in Florida : a review and perspective ~ A. J. MORETON, PE, MICE, MIHE* This Paperoffers an overview of the precast concrete segmental bridges designed and built in the state of Florida during the past ten years. Statistical structural parameters, segment manufacturing and erection methods, construction times, costs and problems typically encountered are summarized. Current industry and nationwide design and construction practices are discussed with some suggestions for possible improvements...

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Article
Authors: N HEWSON
Source: Proceedings of the ICE - Civil Engineering, Volume 92, Issue 4, November 1992, pages 177 - 184
The use of dry joints between precast segments for bridge decks N . Hewson, BSc, MICE Precast segmental bridge decks with match-cast segments jointed together using an epoxy glue have been used since the early 1960s and have been commonplace inthe UK since the mid-19708. At the end of the 1970s. the Long Key Bridge inFlorida, USA was designed and constructed without any epoxy being used inthe joints between segments, a technique known as 'dry joints'. This Paper outlines the design and construction aspects associated with dry-jointed bridge decks including the advantages and disadvantages encountered...

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Article
Authors: M A RAVENOR
Source: Journal of the ICE, Volume 25, Issue 2, December 1945, pages 150 - 155
150 RAVENOR ON THE DETERMINATION OF Paper No. 5489 The Determination of the Area of a Segment of a Circle (In Drawing Office and Workshop)." By MAURICEAUGUSTUS RAVENOR, Inst. C.E. M. (Ordered by the Council to be published in abstract fwm.)t SEVERAL precise formulas have been published for computing the area of a circular segment based on the fundamentalequation, Area of segment = Area of sector - Area of triangle aob (Fig. I ) .. (1) In the drawing office and workshop, as an aid to the quicker determination of the area, Tables are generally used...

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Article
Authors: A. M. Boroujerdian, M. Saffarzadeh, V. Abolhasannejad
Source: Proceedings of the ICE - Transport, Volume 163, Issue 1, March 2010, pages 19 - 29

A traffic accident results from the combination of various factors each of which plays a role in its occurrence. It is logical that accidents with different causes should not be considered together as accident cause is one of the most important factors for prioritising high crash road segments. In the present study, the main cause of an accident in a high crash road segment were identified and then the accidents in each segment was classified based on their cause. A new model was developed for prioritising high crash road segments based on the causes of accidents. This model is different from the current models and renders different and more accurate prioritisation results. According to the developed model, a segment may be compared with another and identified to be highly accident-prone with the same cause, whereas, the total number of accidents that occurred in the former may be less than that in the latter. The model was evaluated based on real data collected from highway segments in Tehran.

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Chapter
Authors: Xian Peng Liu, Zong Ping Qin, Y.W. Leung, Lingling Yue
Source: Bridge Design, Construction and Maintenance, January 2007, pages 406 - 414

The precast segmental approach structure of the Sutong Bridge with 75m span length was constructed using balanced cantilever method. This precast segmental viaduct was characterized by deep foundation in the riverbed, 60m high columns connecting the main bridge and relatively long end spans in the balanced cantilever deck. This paper covers the construction methods and logistics adopted to suit the particular site conditions. It discusses the casting yard selection and set up in the vicinity of the river bank, the design of the special equipment such as the short-line match casting moulds and two 160m long launching girders which were tailor-made for this project. The value engineering exercise in the post Contract award stage for facilitating construction is detailed. The geometry control method used in both the casting yard and erection front, the temporary works and stabilizing system are delineated. This paper also highlights the construction difficulties encountered and solutions to the problems.

  • Abstract

  • Introduction

  • Bridge Characteristics

  • Value Engineering

  • Foundation

  • Column

  • Segment Casting

  • Segment Erection

  • Conclusions

  • Acknowledgment

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Article
Authors: M. P. N. Burrow, H. T. Evdorides, M. S. Snaith
Source: Proceedings of the ICE - Transport, Volume 156, Issue 1, February 2003, pages 17 - 28

The road user costs accruing on road networks due to the poor quality of road markings are significant. There is therefore a need for an automated process to provide an objective assessment of the performance characteristics of road marking, such as wear and both day- and night-time visibility. Digital analysis of road surface images seems to be a versatile approach that may enable road agencies to evaluate the state of markings in an objective manner with increased accuracy. The analysis is effected by a series of processes that include image acquisition and digitisation, storage, segmentation, enhancement and feature description. This paper focuses on image segmentation, the process by which the road markings are identified from their background. The paper presents a number of techniques used for image segmentation that have been considered for inclusion in a prototype road marking analysis system. The techniques presented are the variance method, moment preserving thresholding, minimum error thresholding, relaxation thresholding, and a technique known as sub-image thresholding, which combines minimum error thresholding with a method suggested for the analysis of images of the heart. Each of the techniques is presented, discussed and evaluated for its ability to segment images containing road markings. By considering a set of appropriate test data, an investigation was carried out that indicated that the sub-image thresholding method performed satisfactorily on all images analysed in terms of accuracy and speed of computation.

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Article
Authors: AJ MORETON
Source: ICE Proceedings, Volume 70, Issue 1, February 1981, pages 163 - 177
Proc. Insrn Civ. Engrs, Part 1, 1981, 70,Feb., 163-177 a41a Epoxy glue joints in precast concrete segmental bridge construction A. J. MORETON, BSc, MICE* Tests are described on the use of epoxy glue in precast concrete glued segmental bridge construction. The object was to investigate the structural properties of glued joints and to examine the curing characteristics of the glue under normal site conditions, particularly during cold weather. The structural properties were examined using beams made up five150 of mm concrete cubes glued together tested in bending for rupture, deflexion and long term and creep...

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