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A Study of the Drained Strength Characteristics of Overconsolidated Clays at Low Effective Stresses
Publisher: ASCE
Abstract: This paper presents the results of a study to determine the drained strength parameters of overconsolidated clays at low effective stresses. Overconsolidated clays experience dilation when sheared under undrained conditions ...
Discussion of “<i>Analysis of Deep Excavation in Boston</i>” by Andrew J. Whittle, Youssef M. A. Hashash, and Robert V. Whitman (January, 1993, Vol. 119, No. 1)
Publisher: American Society of Civil Engineers
Closure to “<i><i>H</i>‐Pile Heave: A Field Test</i>” by Demetrious C. Koutsoftas (August, 1982)
Publisher: American Society of Civil Engineers
Design Strengths for an Offshore Clay
Publisher: American Society of Civil Engineers
Abstract: Stability analyses for stage construction of a breakwater located offshore New Jersey required a detailed evaluation of the undrained stress‐strain‐strength properties of a plastic marine clay. One set of analyses, ...
Discussion of “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne
Publisher: American Society of Civil Engineers
Geotechnical Investigations Offshore Hong Kong
Publisher: American Society of Civil Engineers
Abstract: A comprehensive site investigation was performed offshore the island of Chek Lap Kok as part of the civil engineering design studies for the proposed replacement airport at Hong Kong, The program included conventional ...
Closure to “<i>Geotechnical Investigations Offshore Hong Kong</i>” by D. C. Koutsoftas, R. Foott, and L. D. Handfelt (February, 1987, Vol. 113, No. 2)
Publisher: American Society of Civil Engineers