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Journal ArticleDOI

Assessment of Wood Pile Deterioration due to Marine Organisms

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TLDR
In this article, a description of the major groups of marine organisms causing significant wood pile damage is presented, which are divided into two groups: (1) fungi and (2) marine borers.
Abstract
In this paper a description of the major groups of marine organisms causing significant wood pile damage is presented. These organisms are divided into two groups: (1) fungi and (2) marine borers. The basic physical and biological characteristics of these organisms are presented, as well as the type of damage that they cause in marine wood piles. The objective of the study presented in this paper is to characterize deterioration of wood piles due to marine organisms and to assess damage in the wood pile zones of a typical waterfront installation. Marine borer activity in Maine coastal waters is assessed through a survey directed to harbor masters; the results of the survey are correlated with historic data. In order to illustrate the type and extent of wood pile deterioration, two case studies in Maine harbors are presented.

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Journal ArticleDOI

Marine Application of Fiber Reinforced Composites: A Review

TL;DR: In this article, the authors report the latest advances in this area, addressing the applications of advanced composites in ships and ship components, offshore oil and gas composites, marine renewable energy and underwater repairing.
Journal ArticleDOI

Repair of Wood Piles Using Prefabricated Fiber-Reinforced Polymer Composite Shells

TL;DR: In this article, a wood pile repair method that utilizes bonded fiber-reinforced polymer (FRP) composite shells and a grouting material is proposed, and a step-by-step procedure amenable for field installation is proposed.
Journal ArticleDOI

Repair and reinforcement of timber columns and shear walls – A review

TL;DR: In this article, an overview of state-of-the-art repairing and reinforcement techniques on timber columns and shear walls in both research and practice is provided, which covers two levels of intervention; repair and reinforcement of timber elements.
Journal ArticleDOI

Fiber Reinforced Polymer Composite–Wood Pile Interface Characterization by Push-Out Tests

TL;DR: In this article, the interfaces between wood piles and fiber reinforced polymer (FRP) composite shells and grout materials were studied and a set of repair systems that represent different combinations of the design parameters was fabricated and evaluated.
Book ChapterDOI

Sensing solutions for assessing and monitoring underwater systems

TL;DR: In this paper, the most common non-destructive evaluation (NDE) and structural health monitoring (SHM) methods for underwater structures are reviewed. And the general principles, advantages, and limitations of each method are described.
References
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Journal ArticleDOI

Decay of Timber and Its Prevention

K. G. Cartwright, +1 more
- 01 May 1950 - 
MonographDOI

Wood Deterioration and Preservation: Advances in Our Changing World

TL;DR: In recent years considerable progress has been made in elucidating wood decay mechanisms as mentioned in this paper, which not only has the potential to develop alternative environmentally-benign wood preservatives, but may also impact other areas such as bioremediation and pulp and paper.
Journal Article

Review of Literature on the Effects of Early Stages of Decay on Wood Strength

TL;DR: In this article, the effects of early stages of wood decay on various strength properties are reviewed and the results, adjusted to equivalent weight losses, are compared tabularly and shown that strength in toughness and impact bending appear to be almost totally lost after losses in weight of less than 10%.
Journal ArticleDOI

Experimental characterization of FRP composite-wood pile structural response by bending tests

TL;DR: In this article, a special prefabricated fiber reinforced polymer (FRP) composite shield or jacket was developed to repair wood piles in the field and two load transfer mechanisms between the wood pile and the FRP composite shield were developed and tested: (1) cement-based structural grout; and (2) steel shear connectors with expanding polyurethane chemical grout.
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