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RISDiscussion of “Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior” by Sami O. Akbas and Fred H. Kulhawy
Publisher: American Society of Civil Engineers
A CPT-Based Design Framework for Uplifted Open-Ended Piles Installed in Spatially Variable Sandy Soils. I: Soil Resistance Design Line Optimization
Publisher: ASCE
Abstract: Due to the mechanical properties of the seabed exhibiting horizontal and vertical spatial variability, an important challenge in offshore geotechnical design lies in the selection of the relevant soil strength profile for ...
A CPT-Based Design Framework for Uplifted Open-Ended Piles Installed in Spatially Variable Sandy Soils. II: Implications to Site Investigation and Pile Design for Offshore Wind Farms
Publisher: ASCE
Abstract: Interpreting seabed properties for future offshore wind farm development appears challenging given the requirement to investigate very large areas. Current approaches, where significant numbers of geotechnical boreholes ...
Characterization of Autocovariance Parameters of Detrended Cone Tip Resistance from a Global CPT Database
Publisher: ASCE
Abstract: This paper compiles a cone penetration test (CPT) database, named Global-CPT/3/1196. It contains three CPT parameters (cone tip resistance, sleeve friction, and porewater pressure) from 1,196 CPT soundings taken at 59 sites ...