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RISDiscussion of “<i>Failure of an Earth Dam: A Case Study</i>” by Iqbal H. Khan (February, 1983)
Publisher: American Society of Civil Engineers
Effect of Lateral Stress on CPT Penetration Pore Pressures
Publisher: American Society of Civil Engineers
Abstract: Excess pore pressures measured during cone penetration are often correlated with the characteristics and stress history of fine-grained soil deposits. Recent research with sands in calibration chambers shows that the ...
Closure to “<i>Effect of Lateral Stress on CPT Penetration Pore Pressures</i>” by J. P. Sully and R. G. Campanella (July, 1991, Vol. 117, No. 7)
Publisher: American Society of Civil Engineers
Overconsolidation Ratio of Clays from Penetration Pore Pressures
Publisher: American Society of Civil Engineers
Abstract: A method is proposed for evaluating the overconsolidation ratio in clays based on the distribution of dynamic pore pressure around a penetrating cone. For this purpose the pore-pressure measurements at or on the tip and ...
Closure to “<i>Overconsolidation Ratio of Clays from Penetration Pore Pressures</i>” by J. P. Sully, R. G. Campanella, and P. K. Robertson (February, 1988, Vol. 114, No. 2)
Publisher: American Society of Civil Engineers