Zobrazeno 1 - 10
of 44
pro vyhledávání: '"Chencong Liao"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 6, p 995 (2024)
The floatation capacity of seabed pipelines has long been considered a key risk element during design, especially with the combined loading of waves and currents. This paper presents a two-dimensional coupled approach with a poro-elastoplastic theory
Externí odkaz:
https://doaj.org/article/5a8bc0613690496798e6cd0c47d3f7ed
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 7, p 705 (2021)
In saturated fine-grained soil, the development and dissipation of excess pore water pressure (EPWP) during and after pile jacking change the effective stress of the surrounding soil, and thereby affect the pile set-up. In this paper, the entire proc
Externí odkaz:
https://doaj.org/article/e4ff9ee0b5014663a10833e5fde4af56
Publikováno v:
Journal of Marine Science and Engineering, Vol 7, Iss 9, p 304 (2019)
Mat foundations are widely used in jack-up offshore platforms to support and transfer loads. Regarding mat foundations working on the seabed, the excess wave-induced pore pressure is critical to seabed stability, which may finally cause structural fa
Externí odkaz:
https://doaj.org/article/f75402926ab845248caee81ca05a2635
Publikováno v:
Journal of Marine Science and Engineering, Vol 7, Iss 6, p 189 (2019)
Cofferdams are frequently used to assist in the construction of offshore structures that are built on a natural non-homogeneous anisotropic seabed. In this study, a three-dimensional (3D) integrated numerical model consisting of a wave submodel and s
Externí odkaz:
https://doaj.org/article/073bf18ca92542a5bd761899ad9bb9be
Publikováno v:
Journal of Marine Science and Engineering, Vol 7, Iss 3, p 66 (2019)
The evaluation of the wave-induced seabed response around a buried pipeline has been widely studied. However, the analysis of seabed response around marine structures under the wave and current loadings are still limited. In this paper, an integrated
Externí odkaz:
https://doaj.org/article/9a0ef437adb849d9b2c7b21a14a679bf
Publikováno v:
Journal of Marine Science and Engineering, Vol 6, Iss 3, p 88 (2018)
An integrated numerical model is developed to study wave and current-induced seabed response and liquefaction in a flat seabed. The velocity-inlet wave-generating method is adopted in the present study and the finite difference method is employed to
Externí odkaz:
https://doaj.org/article/f278127db7d54ed7bd329020f64c2fee
Publikováno v:
Journal of Marine Science and Engineering, Vol 6, Iss 3, p 83 (2018)
The interaction between wave and offshore deposits is of great importance for the foundation design of marine installations. However, most previous investigations have been limited to connecting separated wave and seabed sub-models with an individual
Externí odkaz:
https://doaj.org/article/8c29161cb3ea415d8757573d815273b2
Publikováno v:
Geomechanics and Geoengineering. :1-16
Publikováno v:
Marine Georesources & Geotechnology. 41:175-194
Publikováno v:
Engineering Geology. 311:106917