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Cyclic Characterization of OII Landfill Solid Waste
Publisher: American Society of Civil Engineers
Abstract: As part of predesign studies for closure of the Operating Industries, Inc. (OII) landfill Superfund site, field and laboratory studies were combined with back analyses of strong motion data to characterize the behavior of ...
Seismic Response of a Composite Landfill Cover
Publisher: American Society of Civil Engineers
Abstract: The Olympic View Sanitary Landfill (OVSL) near Port Orchard, Washington, is a modern solid waste sanitary landfill covered, in part, by a composite cover system. The site was subjected to a free-field peak horizontal ground ...
Time Dependence of Lateral Earth Pressure
Publisher: American Society of Civil Engineers
Abstract: Both theoretical analysis and laboratory test data indicate that for normally consolidated soft clays the coefficient of lateral earth pressure at rest, K
Consolidation of a Double-Layered Compressible Foundation Partially Penetrated by Deep Mixed Columns
Publisher: American Society of Civil Engineers
Abstract: Deep mixed columns often penetrate partially into the soft soil as floating columns due to the depth of the end-bearing layer. Partially penetrated soft soil by columns and the underlying compressible soft soil create a ...
Stiffness and Dilatancy Improvements in Uncemented Sands Treated through MICP
Publisher: American Society of Civil Engineers
Abstract: Laboratory testing shows that microbially induced carbonate precipitation (MICP) through microbial denitrification can improve the mechanical properties of a sand without inducing significant interparticle cementation. ...
Seismic Stability of Gentle Infinite Slopes
Publisher: American Society of Civil Engineers
Abstract: Deterministic and probabilistic analyses of the stability of gentle infinite slopes subject to seismically induced excess pore pressures and inertia forces are developed. In the deterministic analysis, classical equations ...
Closure to “<i>Time Dependence of Lateral Earth Pressure</i>” by Edward Kavazanjian, Jr., and James K. Mitchell (April, 1984)
Publisher: American Society of Civil Engineers
Particle-Scale Mechanisms in Undrained Triaxial Compression of Biocemented Sands: Insights from 3D DEM Simulations with Flexible Boundary
Publisher: American Society of Civil Engineers
Abstract: A three-dimensional (3D) discrete element method (DEM)-based numerical model is used to simulate the macromechanical response of sand strengthened using microbially induced carbonate precipitation (MICP) under undrained ...
Closure to “<i>Seismic Stability of Gentle Infinite Slopes</i>” by Tarik Hadj‐Hamou and Edward Kavazanjian, Jr. (June 1985, Vol. 111, No. 6)
Publisher: American Society of Civil Engineers
Hydrogel-Assisted Enzyme-Induced Carbonate Mineral Precipitation
Publisher: American Society of Civil Engineers
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