位置：成果数据库 > 期刊 > 期刊详情页
Wave-induced multi-layered seabed response around a buried pipeline
  • ISSN号：0029-8018
  • 期刊名称：Ocean Engineering
  • 时间：2013.11.1
  • 页码：195-208
  • 相关项目：波流-海床—结构物相互作用及海床失稳机理研究
作者： Zhou, Xiang-Lian|Jeng, Dong-Sheng|Yan, Yu-Guang|Wang, Jian-Hua|
同期刊论文项目
波流-海床—结构物相互作用及海床失稳机理研究
期刊论文 32 会议论文 10
同项目期刊论文
Estimating soil thermal properties from sequences of land surface temperature using hybrid Genetic A
Three-dimensional consolidation of a porous unsaturated seabed under rubble mound breakwater
Higher Order Analytical Solutions of Water Table Fluctuations in Coastal Aquifers
Numerical study for waves propagating over a porous seabed around a submerged permeable breakwater:
波流共同作用下砂质海床动力响应
波流共同作用下多孔介质海床动力响应的解析解
非均质饱和-非饱和土的变形特性
Poro-Elasto-Plastic Model for the Wave-Induced Liquefaction
Numerical study for wave-induced seabed response around offshore wind turbine foundation in Donghai
Random wave-induced seabed responses around breakwater heads
Tension analysis of submarine cables during laying operations
Dynamic Response in a Porous Seabed of Finite Depth to Combined Wave and Current Loadings
Soil response around Donghai offshore wind turbine foundation, China
Numerical simulation of wave-current interaction using a RANS solver
Wave and current induced seabed response around a submarine pipeline in an anisotropic seabed
Comparison of turbulence schemes for prediction of wave-induced near-bed sediment suspension above a
Response of a porous seabed to water waves over permeable submerged breakwaters with Bragg reflectio
Effects of bottom shear stresses on the wave-induced dynamic response in a porous seabed: PORO-WSSI
Modelling load-settlement behaviour of piles using high-order neural network (HON-PILE model)
Laboratory study for pore pressures in sandy deposit under wave loading
An Analytical Approximation for Dynamic Soil Response of a Porous Seabed due to Combined Wave and Cu
Stability and liquefaction analysis of porous seabed subjected to cnoidal wave
Application of neural networks and fuzzy logic models to long-shore sediment transport
坡面荷载作用下二维边坡稳定性分析