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contributor authorC. P. Aubeny
contributor authorH. Shi
date accessioned2017-05-08T21:28:35Z
date available2017-05-08T21:28:35Z
date copyrightJune 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A6%28770%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52930
description abstractThe need for obtaining estimates of undrained shear strength of shallow seafloor sediments often arises in offshore engineering practice. Impact penetrometers offer a promising means of obtaining strength estimates in such sediments. However, variable conditions of embedment and velocity require careful consideration in the interpretation of impact penetration tests. This paper presents an analysis of the expendable bottom penetrometer (XBP), a device that measures acceleration during impact penetration. The analyses indicate that acceleration measurements can be reasonably related to undrained shear strength of soft clays. Further, acceleration measurements can be integrated to obtain velocity and embedment depth data at any point during the penetration analysis, thereby providing a basis for accounting for rate and embedment effects. Applying the proposed analysis to data from a series of test sites in the Gulf of Mexico indicate satisfactory agreement between XBP and reference strength profiles in soft clays.
publisherAmerican Society of Civil Engineers
titleInterpretation of Impact Penetration Measurements in Soft Clays
typeJournal Paper
journal volume132
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:6(770)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
contenttypeFulltext


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