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Review of <i>Liquefaction Around Marine Structures</i> by B. Mutlu Sumer
Publisher: American Society of Civil Engineers
Soil Response in Cross-Anisotropic Seabed due to Standing Waves
Publisher: American Society of Civil Engineers
Abstract: The evaluation of wave-induced seabed response is particularly useful for geotechnical and coastal engineers involved in the design of foundations for offshore structures. However, most previous theoretical investigations ...
Discussion of “Pore-Water Pressure Development Caused by Wave-Induced Cyclic Loading in Deep Porous Formation” by Africa M. Geremew
Publisher: American Society of Civil Engineers
Discussion of “Laboratory Study of Liquefaction due to Wave–Seabed Interaction” by B. Chowdhury, G. R. Dasari, and T. Nogami
Publisher: American Society of Civil Engineers
Vibration Analysis of a Circular Tunnel With Jointed Liners Embedded in an Elastic Medium Subjected to Seismic Waves
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper presents a frequency domain analysis of a circular tunnel with piecewise liners subjected to seismic waves. In our model, the surrounding medium of the tunnel is considered as a ...
Dynamic Response of a Circular Tunnel Embedded in a Saturated Poroelastic Medium due to a Moving Load
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Dynamic response of a circular tunnel embedded in a porous medium and subjected to a moving axisymmetric ring load is investigated in this paper. In this study, two scalar potentials and two ...
Acoustic Emission Characteristics and Damage Evolution Model of Steel Strands in Tensile Test
Publisher: American Society of Civil Engineers
Abstract: Conventional non-destructive methods cannot dynamically monitor the steel strands damage evolution process, so acoustic emission technique was proposed to monitor the damage. Experiments on acoustic emission characteristics ...
Improved Analysis Method for Wave-Induced Pipeline Stability on Sandy Seabed
Publisher: American Society of Civil Engineers
Abstract: The existing Det Norske Veritas (DNV) Recommended Practice RP E305 for pipeline on-bottom stability is mainly based on the pipe–soil interaction model reported by Wagner et al. in 1987, and the wake model reported by ...
Analysis of the Interchange Rate and Pressure Gradient of Annular Flow Based on a Probability Model
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The phase distribution and mechanical properties of annular flow have obvious, random characteristics because of the influence of turbulence. Thus, probability analysis is a suitable method for the study of annular flow. ...
Analysis of Extreme Wind Speed Estimates in the Northern South China Sea
Publisher: American Meteorological Society