contributor author | Han Lin | |
contributor author | Dayakar Penumadu | |
date accessioned | 2017-05-08T21:28:14Z | |
date available | 2017-05-08T21:28:14Z | |
date copyright | May 2005 | |
date issued | 2005 | |
identifier other | %28asce%291090-0241%282005%29131%3A5%28633%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52701 | |
description abstract | A combined axial–torsional testing system was developed to investigate the effect of rotation of principal stresses on the three-dimensional mechanical behavior of Kaolin clay. Uniform and reproducible cohesive specimens having a specimen shape of a hollow cylinder were obtained using a two-stage slurry consolidation technique. Precise stress paths (triaxial compression to pure torsional shear to triaxial extension), corresponding to a fixed rotation of the major principal stress axis, were achieved by using the proportional-integral-derivative (PID) feedback control technique. Kaolin clay specimens were tested under a variety of stress paths associated with a constant principal stress rotation angle | |
publisher | American Society of Civil Engineers | |
title | Experimental Investigation on Principal Stress Rotation in Kaolin Clay | |
type | Journal Paper | |
journal volume | 131 | |
journal issue | 5 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)1090-0241(2005)131:5(633) | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005 | |
contenttype | Fulltext | |