Journal ArticleDOI
Stability analysis of a composite breakwater at Yantai port, China: An application of FSSI-CAS-2D
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TLDR
Ye et al. as mentioned in this paper developed an integrated numerical model FSSI-CAS 2D to evaluate the stability of offshore structures built on quaternary seabed floors under the impact of extreme ocean waves.About:
This article is published in Ocean Engineering.The article was published on 2018-11-15. It has received 18 citations till now. The article focuses on the topics: Breakwater & Seabed.read more
Citations
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Experimental study on the seismic behavior of composite breakwaters located on liquefiable seabed
TL;DR: In this paper, a series of 1 1/g shaking table model tests have been used to evaluate the seismic behavior of caisson-rubble mound breakwaters due to the liquefaction of the seabed.
Journal ArticleDOI
Subsidence prediction of a rubble mound breakwater at Yantai port: A application of FSSI-CAS 2D
TL;DR: In this paper, the authors used the integrated numerical model FSSI-CAS 2D to predict the subsidence of a huge rubble mound breakwater in the west part zone at Yantai port.
Journal ArticleDOI
Advances in Numerical Reynolds-Averaged Navier–Stokes Modelling of Wave-Structure-Seabed Interactions and Scour
TL;DR: A review of the recent advances in the numerical modeling of wave-structure-seabed interactions is presented in this article. But the authors do not discuss the applicability of each numerical approach.
Journal ArticleDOI
Seismic Dynamics of Pipeline Buried in Dense Seabed Foundation
TL;DR: In this paper, the seismic dynamics of a submarine steel pipeline buried in dense soil is investigated, and it is proven that the coupled numerical model FSSI-CAS 2D is applicable to evaluate the seismic dynamic characteristics of submarine pipeline.
Journal ArticleDOI
Seismic dynamics of a pipeline shallowly buried in loosely deposited seabed foundation
Jianhong Ye,Qi Lu +1 more
TL;DR: In this paper , the seismic dynamic response of a shallowly buried submarine pipeline in a loosely deposited seabed floor is investigated, and it is indicated by the numerical results that the pipeline responds to an input seismic wave intensively.
References
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Journal ArticleDOI
On the response of a poro-elastic bed to water waves
TL;DR: In this article, the problem of the response of a porous elastic bed to water waves is treated analytically on the basis of the three-dimensional consolidation theory of Biot (1941).
Journal ArticleDOI
Drained, undrained, consolidating and dynamic behaviour assumptions in soils
TL;DR: In this article, an analytical study of a soil layer subject to a periodic surface force is presented, and the results of the analysis are given in a non-dimensional, generally valid, form and should find practical application in assessing the type of approximation that is applicable in new problems.
Journal ArticleDOI
Generalized plasticity and the modelling of soil behaviour
TL;DR: In this paper, the authors outline the theory of generalized plasticity in which yield and plastic potential surfaces need not be explicitly defined, and show how a very effective general model describing the behaviour of sands and of clays under monotonic or transient loading can be developed.
Journal ArticleDOI
Wave-induced pore pressures and effective stresses in a porous bed
TL;DR: In this article, a general theory for the pore pressures and effective stresses induced in a porous bed by ocean waves is developed, where pore fluid as well as the soil skeleton are considered compressible.
Book
Computational Geomechanics with Special Reference to Earthquake Engineering
TL;DR: In this paper, the basic Equations and Finite Element Discretization are used for error control in time and space and for validation of prediction by centrifuge, respectively.
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