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Liquefaction and Deformation Analyses Using a Total Stress Approach
Publisher: American Society of Civil Engineers
Abstract: Estimating deformations due to seismically induced liquefaction is often accomplished with a series of simplified uncoupled analyses. An alternative approach is presented in this paper that builds upon this common practice ...
Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?
Publisher: American Society of Civil Engineers
Abstract: It is commonly assumed that within inundated sand the Skempton
Undrained Anisotropic Monotonic Behavior of Sand from In Situ Tests
Publisher: American Society of Civil Engineers
Abstract: A procedure for estimating the undrained stress-strain behavior of sand from drained self-boring pressuremeter and seismic piezocone penetration tests is proposed in this paper. The procedure offers an inexpensive alternative ...
Identifying the Effects of Soil and Climate Types on Seasonal Variation of Pavement Roughness Using MML Inference
Publisher: American Society of Civil Engineers
Abstract: Pavement roughness is a common measure of pavement distress and one regularly measured by road authorities. While permanent pavement deterioration that equates to increased roughness is commonly modeled, cyclical or seasonal ...
Discussion: State Parameter from Self-Boring Pressuremeter Tests in Sand
Publisher: American Society of Civil Engineers
The Influence of Bioreactor Geometry and the Mechanical Environment on Engineered Tissues
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A three phase model for the growth of a tissue construct within a perfusion bioreactor is examined. The cell population (and attendant extracellular matrix), culture medium, and porous scaffold ...
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