D.-S. Jeng
- Simplified Approximation of Wave-Induced Liquefaction in a Shallow Porous Seabed. In: International Journal of Geomechanics, v. 14, n. 4 (August 2014). (2014):
- Meshfree model for earthquake-induced transient response in a porous seabed. In: Soil Dynamics and Earthquake Engineering, v. 145 (Juni 2021). (2021):
- Accumulated Pore Pressures around Submarine Pipeline Buried in Trench Layer with Partial Backfills. In: Journal of Engineering Mechanics (ASCE), v. 142, n. 7 (Juli 2016). (2016):
- Response of Porous Seabed to Nature Loadings: Waves and Currents. In: Journal of Engineering Mechanics (ASCE), v. 138, n. 6 (Juni 2012). (2012):
- Two-Dimensional Approximation for Tidal Dynamics in Coastal Aquifers: Capillarity Correction. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 5 (Mai 2005). (2005):
- Three-dimensional dynamic transient response of a poro-elastic unsaturated seabed and a rubble mound breakwater due to seismic loading. In: Soil Dynamics and Earthquake Engineering, v. 44 (Januar 2013). (2013):
- 3D integrated numerical model for Fluid-Structures-Seabed Interaction (FSSI): Loosely deposited seabed foundation. In: Soil Dynamics and Earthquake Engineering, v. 92 (Januar 2017). (2017):
- Effects of cross-anisotropic soil behaviour on the wave-induced residual liquefaction in the vicinity of pipeline buried in elasto-plastic seabed foundations. In: Soil Dynamics and Earthquake Engineering, v. 80 (Januar 2016). (2016):
- Tidal Level Forecasting during Typhoon Surge Using Functional and Sequential Learning Neural Networks. In: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 131, n. 6 (November 2005). (2005):
- Two-Dimensional Model for Accumulation of Pore Pressure in Marine Sediments. In: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 141, n. 3 (Mai 2015). (2015):
- Simplified Analytical Approximation for Pore-Water Pressure Buildup in Marine Sediments. In: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 133, n. 4 (Juli 2007). (2007):
- Forces Acting on the Seabed around A Pipeline in Unidirectional Ocean Currents. In: The Open Civil Engineering Journal, v. 2, n. 1 (Dezember 2008). (2008):