Mechanical Behavior of Weathered Granite Exposed to Water

Weathered granite has been widely used as an emerging foundation filler for constructing transportation infrastructure. However, various softened rocks weathered due to exposure to water have special properties. Thus, it is necessary to gain a thorough understanding of the various physical and mecha...

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Autores principales: Miaomiao Sun, Jiangang Yu, Xi Wu, Yuqin Ding, Tengfei Fu, Yingwu Yang, Jiqing Jiang
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:b6407d72ecb840b7b63a72082a651d392021-11-11T15:23:43ZMechanical Behavior of Weathered Granite Exposed to Water10.3390/app1121103562076-3417https://doaj.org/article/b6407d72ecb840b7b63a72082a651d392021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/21/10356https://doaj.org/toc/2076-3417Weathered granite has been widely used as an emerging foundation filler for constructing transportation infrastructure. However, various softened rocks weathered due to exposure to water have special properties. Thus, it is necessary to gain a thorough understanding of the various physical and mechanical properties of weathered granite after exposure to water in order to avoid engineering accidents. To this end, this paper conducted a series of undrained triaxial shear tests to compare the mechanical behavior of weathered granite in natural and saturated states. The results demonstrate that the strength of the weathered granite significantly declines when it is exposed to water, and it exhibits noticeable water softening characteristics. Consolidation methods also affect the mechanical properties of weathered granite. The degree of softening of weathered granite decreases with an increase in the deviator stress imposed by the deviator stress consolidation. Subsequently, we established an empirical model for the strain softening of weathered granite suitable for natural and saturated conditions. This model took the elastic modulus of weathered granite before the peak strength as a measure and introduced the strength parameters of the internal friction angle (φ) and the internal cohesion (c). First, the fitted function correlating c and φ with the plastic internal variable was determined, and then the relationship between the strength and the strain-softening parameters was established so as to obtain the complete stress–strain curve of the granite rock. Finally, validation studies were performed to address the capability of the model to predict permanent deformation. It provides a theoretical basis for predicting and calculating the strain softening of weathered granite exposed to water.Miaomiao SunJiangang YuXi WuYuqin DingTengfei FuYingwu YangJiqing JiangMDPI AGarticleweathered granitemechanical behaviorstrain softeningdeviator stress consolidationempirical modelTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10356, p 10356 (2021)
institution DOAJ
collection DOAJ
language EN
topic weathered granite
mechanical behavior
strain softening
deviator stress consolidation
empirical model
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle weathered granite
mechanical behavior
strain softening
deviator stress consolidation
empirical model
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Miaomiao Sun
Jiangang Yu
Xi Wu
Yuqin Ding
Tengfei Fu
Yingwu Yang
Jiqing Jiang
Mechanical Behavior of Weathered Granite Exposed to Water
description Weathered granite has been widely used as an emerging foundation filler for constructing transportation infrastructure. However, various softened rocks weathered due to exposure to water have special properties. Thus, it is necessary to gain a thorough understanding of the various physical and mechanical properties of weathered granite after exposure to water in order to avoid engineering accidents. To this end, this paper conducted a series of undrained triaxial shear tests to compare the mechanical behavior of weathered granite in natural and saturated states. The results demonstrate that the strength of the weathered granite significantly declines when it is exposed to water, and it exhibits noticeable water softening characteristics. Consolidation methods also affect the mechanical properties of weathered granite. The degree of softening of weathered granite decreases with an increase in the deviator stress imposed by the deviator stress consolidation. Subsequently, we established an empirical model for the strain softening of weathered granite suitable for natural and saturated conditions. This model took the elastic modulus of weathered granite before the peak strength as a measure and introduced the strength parameters of the internal friction angle (φ) and the internal cohesion (c). First, the fitted function correlating c and φ with the plastic internal variable was determined, and then the relationship between the strength and the strain-softening parameters was established so as to obtain the complete stress–strain curve of the granite rock. Finally, validation studies were performed to address the capability of the model to predict permanent deformation. It provides a theoretical basis for predicting and calculating the strain softening of weathered granite exposed to water.
format article
author Miaomiao Sun
Jiangang Yu
Xi Wu
Yuqin Ding
Tengfei Fu
Yingwu Yang
Jiqing Jiang
author_facet Miaomiao Sun
Jiangang Yu
Xi Wu
Yuqin Ding
Tengfei Fu
Yingwu Yang
Jiqing Jiang
author_sort Miaomiao Sun
title Mechanical Behavior of Weathered Granite Exposed to Water
title_short Mechanical Behavior of Weathered Granite Exposed to Water
title_full Mechanical Behavior of Weathered Granite Exposed to Water
title_fullStr Mechanical Behavior of Weathered Granite Exposed to Water
title_full_unstemmed Mechanical Behavior of Weathered Granite Exposed to Water
title_sort mechanical behavior of weathered granite exposed to water
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/b6407d72ecb840b7b63a72082a651d39
work_keys_str_mv AT miaomiaosun mechanicalbehaviorofweatheredgraniteexposedtowater
AT jiangangyu mechanicalbehaviorofweatheredgraniteexposedtowater
AT xiwu mechanicalbehaviorofweatheredgraniteexposedtowater
AT yuqinding mechanicalbehaviorofweatheredgraniteexposedtowater
AT tengfeifu mechanicalbehaviorofweatheredgraniteexposedtowater
AT yingwuyang mechanicalbehaviorofweatheredgraniteexposedtowater
AT jiqingjiang mechanicalbehaviorofweatheredgraniteexposedtowater
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