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Hysteretic Damping of Piles in Sands for Offshore Wind Jacket Structures
Publisher: ASCE
Abstract: This paper presents a study on the hysteretic damping of cyclic axially loaded piles in sand that would be of particular interest to the design and analysis of offshore wind turbine (OWT) jacket structures. Foundation ...
Cyclic Strain Approach for the Analysis of Ocean Wave Liquefaction
Publisher: ASCE
Abstract: This paper investigated the application of the cyclic strain approach to the analysis of ocean wave liquefaction. The threshold shear strain concept was conceived in the early 1980s for the analysis of seismic liquefaction, ...
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering
Publisher: ASCE
Abstract: This paper proposes a new approach for incorporating the positive attributes of the small-strain shear wave velocity (VS), stress-based simplified procedure and the cyclic strain procedure into penetration test, stress-based ...
Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity
Publisher: American Society of Civil Engineers
Resilient Moduli of Reclaimed Asphalt Pavement Aggregate Subbase Blends
Publisher: American Society of Civil Engineers
Abstract: This paper investigates the resilient moduli of reclaimed asphalt pavement (RAP) and virgin aggregate blends obtained from the subbase of a segment of Route 165 in Rhode Island, U.S. The materials included RAP and virgin ...
Resilient Moduli of Reclaimed Asphalt Pavement Aggregate Subbase Blends
Publisher: American Society of Civil Engineers
Abstract: This paper investigates the resilient moduli of reclaimed asphalt pavement (RAP) and virgin aggregate blends obtained from the subbase of a segment of Route 165 in Rhode Island, U.S. The materials included RAP and virgin ...
Correlation between Cyclic Resistance and Shear-Wave Velocity for Providence Silts
Publisher: American Society of Civil Engineers
Abstract: As an alternative to a field-based liquefaction resistance approach, cyclic triaxial tests with bender elements were used to develop a new correlation between cyclic resistance ratio (CRR) and overburden stress-corrected ...
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