The Role of Rotational Shear in Site Response Analyses

Publication Year:
1995
Usage 27
Downloads 25
Abstract Views 2
Repository URL:
http://scholarsmine.mst.edu/icrageesd/03icrageesd/session07/13
Author(s):
Li, X. S.; Shen, C. K.
Publisher(s):
University of Missouri--Rolla
Tags:
Geotechnical Engineering
conference paper description
Rotational shear is a class of loading under which the second invariant of the deviatoric stress tensor, J, is kept constant during shear. A limited number of undrained tests on saturated loose sand have shown that rotational shear yields more pore pressure than other shear paths of the same J magnitude. By intuition, this experimental finding seems to suggest that soil subjected to multi-directional earthquake loading, which bears the characteristics of the rotational shear, has lower liquefaction resistance than that under unidirectional shaking. However, in contrast to intuition, a preliminary but careful examination of the field stress and boundary conditions indicates that rotation shear seems to have very little impact on the seismic response of natural soil deposits. This paper presents the theoretical evidence that supports the preliminary conclusion.