Teo, Liza, Jeng, Dong Sheng, Seymour, B. R., Barry, D. A., Li, L.
The Boussinesq equation appears as the zeroth-order term in the shallow water flow expansion of the non-linear equation describing the flow of fluid in an unconfined aquifer. One-dimensional models...
Teo, Liza, Jeng, Dong Sheng, Seymour, B. R., Barry, D. A., Li, L.
The Boussinesq equation appears as the zeroth-order term in the shallow water flow expansion of the non-linear equation describing the flow of fluid in an unconfined aquifer. One-dimensional models...
Teo, Liza, Jeng, Dong Sheng, Seymour, B. R., Barry, D. A., Li, L.
The Boussinesq equation appears as the zeroth-order term in the shallow water flow expansion of the non-linear equation describing the flow of fluid in an unconfined aquifer. One-dimensional models...
Teo, Liza, Jeng, Dong Sheng, Seymour, B. R., Barry, D. A., Li, L.
The Boussinesq equation appears as the zeroth-order term in the shallow water flow expansion of the non-linear equation describing the flow of fluid in an unconfined aquifer. One-dimensional models...
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...
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
Third-order approximation to capillary effects on tidal dynamics in coastal aquifer (2002)
Teo, Liza, Jeng, Dong Sheng, Barry, DA, Li, L
No
Seepage flow in the vicinity of a cofferdam (2002)
Teo, Liza, Jeng, Dong Sheng, Topping & Bittnar
No
Effects of anisotropic permeability on the seepage flow beneath a dam (2002)
Jeng, Dong Sheng, Teo, Liza, Choi And Schnobrich
No
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...
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...
Third-order approximation to capillary effects on tidal dynamics in coastal aquifer (2002)
Teo, Liza, Jeng, Dong Sheng, Barry, DA, Li, L
No
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...
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...
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...
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...