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Qiu Dahong,Yang Gang. 1996. Irregular wave-induced seepage action on cylinders resting on rubble mound foundation. Acta Oceanologica Sinica, (3):377-395
Irregular wave-induced seepage action on cylinders resting on rubble mound foundation
Irregular wave-induced seepage action on cylinders resting on rubble mound foundation
Received:May 22, 1996  Revised:June 24, 1996
DOI:
Key words:Wave-induced seepage forces  irregular wave  rubble mound foundation
中文关键词:  Wave-induced seepage forces  irregular wave  rubble mound foundation
基金项目:This study was supported by the National Natural Science Foundation of China.
Author NameAffiliation
Qiu Dahong Department of Civil Engineering, Dalian University of Technology, Dalian 116023, China 
Yang Gang Department of Civil Engineering, Dalian University of Technology, Dalian 116023, China 
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Abstract:
      In this paper,the irregular wave-induced seepage action on cylinders resting on rubble mound foundatoin(RMF) is studied by means of finite element method(FEM).The hydraulic resistance inside RMF is assumed to satisfy the nonlinear Forchheimer's equation and the seepage in the seabed is also considered.Model tests show good agreement with the numerical results.The influence of several main parameters is discussed on the basis of vast calculations.In addition,the ratio of seepage forces,induced by regular and irregular waves respectively,is analyzed and thus a computational method is put forward for protical engineering application to simplify the calculation of irregular wave-induced seepage forces.
中文摘要:
      In this paper,the irregular wave-induced seepage action on cylinders resting on rubble mound foundatoin(RMF) is studied by means of finite element method(FEM).The hydraulic resistance inside RMF is assumed to satisfy the nonlinear Forchheimer's equation and the seepage in the seabed is also considered.Model tests show good agreement with the numerical results.The influence of several main parameters is discussed on the basis of vast calculations.In addition,the ratio of seepage forces,induced by regular and irregular waves respectively,is analyzed and thus a computational method is put forward for protical engineering application to simplify the calculation of irregular wave-induced seepage forces.
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