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Discussion of “Coupled Use of Cone Tip Resistance and Small Strain Shear Modulus to Assess Liquefaction Potential” by Debasis Roy
Publisher: American Society of Civil Engineers
Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity
Publisher: American Society of Civil Engineers
Database Assessment of CPT-Based Design Methods for Axial Capacity of Driven Piles in Siliceous Sands
Publisher: American Society of Civil Engineers
Abstract: Numerous cone penetration test (CPT)-based methods exist for calculation of the axial pile capacity in sands, but no clear guidance is presently available to assist designers in the selection of the most appropriate method. ...
Closure to “Effect of Penetration Rate on Penetrometer Resistance in Clay” by Shin Fun Chung, Mark F. Randolph, and James A. Schneider
Publisher: American Society of Civil Engineers
Effect of Penetration Rate on Penetrometer Resistance in Clay
Publisher: American Society of Civil Engineers
Abstract: This paper discusses the effects of penetration rate on the penetration resistance in soft clay for various shaped penetrometers (cone, T-bar, ball, and plate) and for T-bars with different aspect ratios. Constant rate ...
Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters
Publisher: American Society of Civil Engineers
Abstract: This paper discusses the development of a framework for classifying soil using normalized piezocone test (CPTU) data from the corrected tip resistance
Analysis of Cone Resistance: Review of Methods
Publisher: American Society of Civil Engineers