contributor author | C. P. Aubeny | |
contributor author | H. Shi | |
date accessioned | 2017-05-08T21:28:35Z | |
date available | 2017-05-08T21:28:35Z | |
date copyright | June 2006 | |
date issued | 2006 | |
identifier other | %28asce%291090-0241%282006%29132%3A6%28770%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52930 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Interpretation of Impact Penetration Measurements in Soft Clays | |
type | Journal Paper | |
journal volume | 132 | |
journal issue | 6 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)1090-0241(2006)132:6(770) | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006 | |
contenttype | Fulltext | |