Larssen sheet piling

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Larssen sheet piling is a kind of sheet piling retaining wall. Segments with indented profiles (troughs) interlock to form a wall with alternating indents and outdents. The troughs increase resistance to bending. The segments are typically made of steel or another metal. [1]

Contents

Flarsena 25.jpg

Larssen sheet piling was developed in 1906 by Tryggve Larssen. [2] [3] [4] Its applications include piers, oil terminals, waste storage facilities, shoreline protection, [5] bridges, houses, buildings, dry docks other construction sites and for the strengthening of pond banks, preventing slumping into a pit and flooding. [6] [7] [8]

Construction

Lengths can reach 36 meters.

Each segment is flipped 180° versus the preceding segment. The segments lock together using a variety of interconnections. [9]

The fully assembled structure is formed in a linear, circular, or other shape.

To reduce the filtering space, mixed sealant is injected. Additionally, it may be combined with the use of dowels, metal beams and pipes. [10]

Metal dowels are hot-rolled steel and cold-rolled.

Design

Cross-section of Larssen sheet piling LarsenRabbet.jpg
Cross-section of Larssen sheet piling

Applications

Larssens are used in foundation pits, coastline strengthening, bridge construction, piers, tide control, flood protection, agriculture irrigation, water reservoir and other work requiring extremely strong support in a narrow geometry.

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Beam (structure)

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This glossary of structural engineering terms pertains specifically to structural engineering and its sub-disciplines. Please see glossary of engineering for a broad overview of the major concepts of engineering.

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Offshore embedded anchors are anchors that derive their holding capacity from the frictional, or bearing, resistance of the surrounding soil, as opposed to gravity anchors, which derive their holding capacity largely from their weight. As offshore developments move into deeper waters, gravity-based structures become less economical due to the large size needed and the consequent cost of transportation.

References

  1. Krugmann, P. K.; Boschuk, J. Jr. Boschuk; Fang, H. Y. (March 1967). "Annotated bibliography on steel sheet pile structures" (PDF). Fritz Laboratory Reports. Retrieved 2019-12-19.
  2. Hettler, A.; Kurrer, K.E. (2019). Earth Pressure. Wiley. p. 85. ISBN   978-3-433-60898-2 . Retrieved 2019-12-20.
  3. American Society of Civil Engineers (1909). Transactions of the American Society of Civil Engineers. Transactions of the American Society of Civil Engineers. The Society. p. 487. Retrieved 2019-12-20.
  4. Comptes rendus du quatorzième conférence internationale de Mécanique des sols et des travaux de fondation, Hambourg, 6-12 septembre 1997. Proceedings of the fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, 6-12 september 1997: volume 4 : post conference proceedings (in French). A.A. Balkema. 1997. p. 2084. ISBN   978-90-5410-895-5 . Retrieved 2019-12-20.
  5. Morley, J.; Waite, D.; O'brien, J. E. (2015). "Steel sheet piling in coast-protection works". Shoreline Protection. 24. doi:10.1680/sp.01732. ISBN   978-0-7277-4933-8.
  6. USpatent 839608A,Tryggve Larssen,"Sheet Piling",published 1906-12-25,issued 1906-12-25
  7. Smoltczyk, U. (2003). Geotechnical Engineering Handbook, Elements and Structures. Geotechnical Engineering Handbook. John Wiley & Sons. p. 451. ISBN   978-3-433-01451-6 . Retrieved 2019-12-19.
  8. Zhao, Tianchi; Ding, Wenqi; Wei, Lixin; Wu, Weifeng (2017). The Behavior Analysis of a Cofferdam Constructed by Double Sheet Pile Wall Above Muck. GeoShanghai International Conference. doi:10.1007/978-981-13-0017-2_3.
  9. ThyssenKrupp GfT Bautechnik (2010). Sheet Piling Handbook (PDF) (3 ed.). Retrieved 2019-12-19.
  10. Tsinker, G. (2014). Handbook of Port and Harbor Engineering: Geotechnical and Structural Aspects. Springer US. p. 31. ISBN   978-1-4757-0863-9 . Retrieved 2019-12-19.