Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension

Tensile strain is one of the main variables that affect fracturing in soil. This paper focuses on an experimental investigation of the deformation characteristics of remolded loess in direct and cyclic tension tests. The material behavior was approximated as elastic-plastic by ignoring the effect of...

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Main Authors: Shixin He, Haibo Bai
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2019/6038505
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author Shixin He
Haibo Bai
author_facet Shixin He
Haibo Bai
author_sort Shixin He
collection DOAJ
description Tensile strain is one of the main variables that affect fracturing in soil. This paper focuses on an experimental investigation of the deformation characteristics of remolded loess in direct and cyclic tension tests. The material behavior was approximated as elastic-plastic by ignoring the effect of time. In direct tests, the results showed that the change in slope of the stress-strain curve depended on the water content. The plastic constitutive relation was described by two methods. In cyclic loading and unloading tests, the remolded loess exhibited hysteresis (a phase lag), which led to dissipation of the mechanical energy. And no compaction limit phenomenon was found. A simple mathematical model was proposed to predict the plastic cyclic characteristics, and it was validated by the new test data.
format Article
id doaj-art-a04bb0fac55244b4a214fc2074846342
institution OA Journals
issn 1687-8434
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publishDate 2019-01-01
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series Advances in Materials Science and Engineering
spelling doaj-art-a04bb0fac55244b4a214fc20748463422025-08-20T02:20:51ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422019-01-01201910.1155/2019/60385056038505Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic TensionShixin He0Haibo Bai1State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221008, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221008, ChinaTensile strain is one of the main variables that affect fracturing in soil. This paper focuses on an experimental investigation of the deformation characteristics of remolded loess in direct and cyclic tension tests. The material behavior was approximated as elastic-plastic by ignoring the effect of time. In direct tests, the results showed that the change in slope of the stress-strain curve depended on the water content. The plastic constitutive relation was described by two methods. In cyclic loading and unloading tests, the remolded loess exhibited hysteresis (a phase lag), which led to dissipation of the mechanical energy. And no compaction limit phenomenon was found. A simple mathematical model was proposed to predict the plastic cyclic characteristics, and it was validated by the new test data.http://dx.doi.org/10.1155/2019/6038505
spellingShingle Shixin He
Haibo Bai
Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension
Advances in Materials Science and Engineering
title Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension
title_full Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension
title_fullStr Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension
title_full_unstemmed Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension
title_short Elastic-Plastic Behavior of Compacted Loess under Direct and Cyclic Tension
title_sort elastic plastic behavior of compacted loess under direct and cyclic tension
url http://dx.doi.org/10.1155/2019/6038505
work_keys_str_mv AT shixinhe elasticplasticbehaviorofcompactedloessunderdirectandcyclictension
AT haibobai elasticplasticbehaviorofcompactedloessunderdirectandcyclictension