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RIST-Bar to Spudcan Design Approach in Single-Layer Clays and Calcareous Silts
Publisher: American Society of Civil Engineers
Experimental Investigation of Rate Effects on the Uplift Response of Surface and Skirted Circular Shallow Foundations
Publisher: American Society of Civil Engineers
Abstract: Shallow foundations can mobilize uplift resistance due to the negative excess pore pressure generated underneath the foundation. However, quantifying the magnitude of this uplift resistance remains uncertain due to the ...