Zhang, Hong, Jeng, Dong-Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
The prediction of the wave-induced liquefaction potential is particularly important for coastal engineers involved in the design of marine structures. An artificial neural network (ANN) model is used...
Zhang, Hong, Jeng, Dong-Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
The prediction of the wave-induced liquefaction potential is particularly important for coastal engineers involved in the design of marine structures. An artificial neural network (ANN) model is used...
Zhang, Hong, Jeng, Dong-Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
The prediction of the wave-induced liquefaction potential is particularly important for coastal engineers involved in the design of marine structures. An artificial neural network (ANN) model is used...
Cha, Deaho Fred, Blumenstein, Michael Myer, Zhang, Hong, Jeng, D. S.
In the past decade, artificial neural networks (ANNs) have been widely applied to the engineering problems with a complicated system. ANNs are becoming an important alternative option for solving...
Cha, Deaho Fred, Jeng, Dong-Sheng, Blumenstein, Michael Myer, Zhang, Hong
The evaluation of wave-induced liquefaction is one of the key factors for analysing seabed characteristics and the design of marine structures. Numerous investigations of wave-induced liquefaction...
Neural network model for liquefaction potential due to ocean waves (2005)
Cha, Deaho Fred, Blumenstein, Michael Myer
Yes
Neural network model for liquefaction potential due to ocean waves (2005)
Cha, Deaho Fred, Blumenstein, Michael Myer
Yes
Assessment of Wave-Induced Liquefaction in a Porous Seabed: Application of an ANN Model (2004)
Cha, Deaho Fred, Jeng, Dong Sheng, Blumenstein, Michael Myer, Muhammad Kamran/Shichao Zhang
Yes
Neural network model for the prediction of wave-induced liquefaction potential (2004)
Jeng, Dong-Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer, Michael E. McCormick, Rameswar Bhattacharyya
The prediction of wave-induced liquefaction has been recognised by coastal geotechnical engineers as an important factor when considering the design of marine structures. All existing models have...
Assessment of Wave-Induced Liquefaction in a Porous Seabed: Application of an ANN Model (2004)
Cha, Deaho Fred, Jeng, Dong Sheng, Blumenstein, Michael Myer
Yes
Neural network model for the prediction of wave-induced liquefaction potential (2004)
Jeng, Dong-Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
The prediction of wave-induced liquefaction has been recognised by coastal geotechnical engineers as an important factor when considering the design of marine structures. All existing models have...
Assessment of Wave-Induced Liquefaction in a Porous Seabed: Application of an ANN Model (2004)
Cha, Deaho Fred, Jeng, Dong Sheng, Blumenstein, Michael Myer
Neural network model for the prediction of wave-induced liquefaction potential (2004)
Jeng, Dong-Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
The prediction of wave-induced liquefaction has been recognised by coastal geotechnical engineers as an important factor when considering the design of marine structures. All existing models have...
Assessment of Wave-Induced Liquefaction in a Porous Seabed: Application of an ANN Model (2004)
Cha, Deaho Fred, Jeng, Dong Sheng, Blumenstein, Michael Myer
An evaluation of wave-induced liquefaction is one of the most important factors, which must be considered in the design of marine structures. Numerous models for wave-induced liquefaction have been...
Neural network model for the prediction of wave-induced liquefaction potential (2004)
Jeng, Dong-Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
The prediction of wave-induced liquefaction has been recognised by coastal geotechnical engineers as an important factor when considering the design of marine structures. All existing models have...
Jeng, Dong Sheng, Cha, Deaho Fred
Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior...
Application of Neural Network in Civil Engineering Problems (2003)
Jeng, Dong Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer, Veljko Milutinovic, Veljko Milutinovic
In this paper, an artificial neural network (ANN) is applied to several civil engineering problems, which have difficulty to solve or interrupt through conventional approaches of engineering...
Jeng, Dong Sheng, Cha, Deaho Fred
Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior...
Application of Neural Network in Civil Engineering Problems (2003)
Jeng, Dong Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
In this paper, an artificial neural network (ANN) is applied to several civil engineering problems, which have difficulty to solve or interrupt through conventional approaches of engineering...
Jeng, Dong Sheng, Cha, Deaho Fred
Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior...
Application of Neural Network in Civil Engineering Problems (2003)
Jeng, Dong Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
In this paper, an artificial neural network (ANN) is applied to several civil engineering problems, which have difficulty to solve or interrupt through conventional approaches of engineering...
Jeng, Dong Sheng, Cha, Deaho Fred
Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior...
Application of Neural Network in Civil Engineering Problems (2003)
Jeng, Dong Sheng, Cha, Deaho Fred, Blumenstein, Michael Myer
In this paper, an artificial neural network (ANN) is applied to several civil engineering problems, which have difficulty to solve or interrupt through conventional approaches of engineering...
Static and dynamic soil behaviour on the wave-seabed interaction. (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Loo, Chowdhury & Fragomeni
Yes
Effects of dynamic soil behaviour on the wave-induced seabed response (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Zen, K., Yamazaki, H.
No
Effects of wave non-linearity on the wave-induced seasbed response (2002)
Oh, Yan-Nam Erwin, Jeng, Dong Sheng, Teo, Liza, Cha, Deaho Fred, Chung, Et. Al.
No
Wave kinematics of short-crested waves (2002)
Teo, Liza, Jeng, Dong Sheng, Cha, Deaho Fred, Oh, Yan-Nam Erwin
No
Difference of the wave-induced soil response between dynamic and quasi-static solutions (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Oh, Yan-Nam Erwin, Teo, Liza, ...
No
Static and dynamic soil behaviour on the wave-seabed interaction. (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S.
Yes
Effects of dynamic soil behaviour on the wave-induced seabed response (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Zen, K., Yamazaki, H.
No
Effects of wave non-linearity on the wave-induced seasbed response (2002)
Oh, Yan-Nam Erwin, Jeng, Dong Sheng, Teo, Liza, Cha, Deaho Fred
No
Wave kinematics of short-crested waves (2002)
Teo, Liza, Jeng, Dong Sheng, Cha, Deaho Fred, Oh, Yan-Nam Erwin
No
Difference of the wave-induced soil response between dynamic and quasi-static solutions (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Oh, Yan-Nam Erwin, Teo, Liza
Marine geotechnical engineers have extensively studied the phenomenon of wave-seabed interaction problems in the last decades. Most previous investigations have focused on the quasi-static soil...
Effects of dynamic soil behaviour on the wave-induced seabed response (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Zen, K., Yamazaki, H.
Effects of wave non-linearity on the wave-induced seasbed response (2002)
Oh, Yan-Nam Erwin, Jeng, Dong Sheng, Teo, Liza, Cha, Deaho Fred
Wave kinematics of short-crested waves (2002)
Teo, Liza, Jeng, Dong Sheng, Cha, Deaho Fred, Oh, Yan-Nam Erwin
Difference of the wave-induced soil response between dynamic and quasi-static solutions (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Oh, Yan-Nam Erwin, Teo, Liza
Marine geotechnical engineers have extensively studied the phenomenon of wave-seabed interaction problems in the last decades. Most previous investigations have focused on the quasi-static soil...
Effects of dynamic soil behaviour on the wave-induced seabed response (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Zen, K., Yamazaki, H.
Effects of wave non-linearity on the wave-induced seasbed response (2002)
Oh, Yan-Nam Erwin, Jeng, Dong Sheng, Teo, Liza, Cha, Deaho Fred
Wave kinematics of short-crested waves (2002)
Teo, Liza, Jeng, Dong Sheng, Cha, Deaho Fred, Oh, Yan-Nam Erwin
Difference of the wave-induced soil response between dynamic and quasi-static solutions (2002)
Cha, Deaho Fred, Jeng, Dong Sheng, Rahman, M. S., Sekiguchi, H., Oh, Yan-Nam Erwin, Teo, Liza
Marine geotechnical engineers have extensively studied the phenomenon of wave-seabed interaction problems in the last decades. Most previous investigations have focused on the quasi-static soil...
Numerical study on the wave-driven seepage in teh vicinity of a caisson (2001)
Cha, Deaho Fred, Jeng, Dong Sheng, Rodger Tomlinson, Rodger Tomlinson
Yes
Wave-induced pore pressure around a composite breakwater. (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, YS, Hu, PS
The interaction between wave, seabed and marine structure is a vital issue in coastal engineering, as well as marine geotechnical engineering. However, most previous investigations have been focused...
Static and dynamic soil behavior in soils (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Rahman, MS, Lee, TL, Applied And Theoretical Mechanics Society
No
Oscillatory pore pressure in a porous seabed in the vicinity of a caisson (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Postma, Paul, S Valliappan And N. Khalili, S. Valliappan
No
Internal stresses of a buried pipeline due to wave loading: Finite element analysis (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Postma, Paul, S. Valliappan And N. Khalili, S. Valliappan
No
Numerical study on the wave-driven seepage in teh vicinity of a caisson (2001)
Cha, Deaho Fred, Jeng, Dong Sheng
Yes
Wave-induced pore pressure around a composite breakwater. (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, YS, Hu, PS
The interaction between wave, seabed and marine structure is a vital issue in coastal engineering, as well as marine geotechnical engineering. However, most previous investigations have been focused...
Static and dynamic soil behavior in soils (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Rahman, MS, Lee, TL
No
Oscillatory pore pressure in a porous seabed in the vicinity of a caisson (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Postma, Paul
No
Internal stresses of a buried pipeline due to wave loading: Finite element analysis (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Postma, Paul
No
Wave-induced pore pressure around a composite breakwater. (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, YS, Hu, PS
The interaction between wave, seabed and marine structure is a vital issue in coastal engineering, as well as marine geotechnical engineering. However, most previous investigations have been focused...
Wave-induced pore pressure around a composite breakwater. (2001)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, YS, Hu, PS
The interaction between wave, seabed and marine structure is a vital issue in coastal engineering, as well as marine geotechnical engineering. However, most previous investigations have been focused...
Analysis on pore pressure in a porous seabed in the vicinity of a caisson (2000)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, Y.S., Hu, P.
This paper presents an analysis of pore pressure around a caisson-type breakwater subjected to dynamic wave loading. Unlike previous investigations for wave-seabed-caisson interaction,...
Analysis on pore pressure in a porous seabed in the vicinity of a caisson (2000)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, Y.S., Hu, P.
This paper presents an analysis of pore pressure around a caisson-type breakwater subjected to dynamic wave loading. Unlike previous investigations for wave-seabed-caisson interaction,...
Analysis on pore pressure in a porous seabed in the vicinity of a caisson (2000)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, Y.S., Hu, P.
This paper presents an analysis of pore pressure around a caisson-type breakwater subjected to dynamic wave loading. Unlike previous investigations for wave-seabed-caisson interaction,...
Analysis on pore pressure in a porous seabed in the vicinity of a caisson (2000)
Jeng, Dong Sheng, Cha, Deaho Fred, Lin, Y.S., Hu, P.
This paper presents an analysis of pore pressure around a caisson-type breakwater subjected to dynamic wave loading. Unlike previous investigations for wave-seabed-caisson interaction,...