00730316

Component

https://doi.org/10.1177/0361198196152600107

https://scholar.google.co...+Kim&publication_year=1996

An analytical solution method capable of determining the geometric configuration and developed tensile forces of mooring lines associated with fixed plate, pile or drag anchors embedded in cohesive seafloor has been developed. The solution method is capable of analyzing multisegmented mooring lines embedded in layered cohesive seafloor soils, utilizing a systematic iterative solution search method based on specified boundary conditions. The results of the developed analytical solution method have been verified through comparisons with the centrifuge model tests and field tests and were found to be very effective.

This paper appears in Transportation Research Record No. 1526, Emerging Technologies in Geotechnical Engineering.

English

p. 47-56

1996

Transportation Research Record

0309062209

Figures (8) ; References (7) ; Tables (2)

Analysis; Anchor piles; Anchors (Structural connectors); Boundary value problems; Centrifuges; Cohesive soils; Field tests; Geometric configurations and shapes; Iterative methods; Mooring anchors; Ocean bottom soils; Tensile properties; Validation

Boundary conditions

Geotechnology; Highways; Marine Transportation; Materials

TRIS, TRB

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