2016
DOI: 10.1007/s12665-016-5783-2
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A creep constitutive model with variable parameters for thenardite

Abstract: Results from the triaxial creep tests indicate that the relationship between steady creep rate of thenardite and deviatoric stress can be described with the Heard model. By combining the Kelvin model which reflects the primary creep property of rock with the Heard steady creep model, a Kelvin-Heard (K-H) creep model is constructed. However, the predicted curves from the K-H model are not in good agreement with the creep test data of thenardite. To improve the prediction precision, it is assumed that the viscos… Show more

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Cited by 13 publications
(4 citation statements)
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References 27 publications
(34 reference statements)
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“…BIM technology for the architecture industry cannot be directly applied to the tunnel industry, because previous BIM-based software almost only caters to the design of the architecture industry and is not in accord with tunnel engineering standards and software. Compared with the architecture industry, tunnel engineering features more complexity, including complex geological conditions due to uneven terrain, large project scale and unpredictable factors, such as water gushing and fragile surrounding rock [ 32 34 ]. Therefore, the advantages of BIM technology applied in tunnel engineering are more obvious because tunnel engineering is confronted with various difficult problems, including unknown factors, longer construction cycle, limited construction space, higher requirements for operation and maintenance, and more severe consequence of fire and traffic accidents [ 35 , 36 ].…”
Section: Building Information Modelling Technologymentioning
confidence: 99%
“…BIM technology for the architecture industry cannot be directly applied to the tunnel industry, because previous BIM-based software almost only caters to the design of the architecture industry and is not in accord with tunnel engineering standards and software. Compared with the architecture industry, tunnel engineering features more complexity, including complex geological conditions due to uneven terrain, large project scale and unpredictable factors, such as water gushing and fragile surrounding rock [ 32 34 ]. Therefore, the advantages of BIM technology applied in tunnel engineering are more obvious because tunnel engineering is confronted with various difficult problems, including unknown factors, longer construction cycle, limited construction space, higher requirements for operation and maintenance, and more severe consequence of fire and traffic accidents [ 35 , 36 ].…”
Section: Building Information Modelling Technologymentioning
confidence: 99%
“…e tunnel structure of this section is more complicated. Different construction methods and excavation sequence differences will have an important impact on the tunnel support structure, surrounding rock stress, deformation characteristics, surface settlement, upper existing buildings (structures), and traffic routes [27][28][29][30][31][32]. In the case in which the construction method is determined, determining the optimal excavation sequence is of great significance for reducing the disturbance of the surrounding rock and ensuring the stability of the tunnel structure, upper existing buildings (structures), and traffic safety [33][34][35][36][37].…”
Section: Introductionmentioning
confidence: 99%
“…At present, relevant scholars have carried out more in-depth research on the long-term stability of salt rock underground storage, and most of their research objects are vertical salt rock storage (the height of the storage is greater than the maximum cavern diameter). However, because the layered salt rock deposit is characterized by many layers and small single-layer thickness, under the same geological conditions, the effective capacity of the horizontal salt rock underground storage with a large span is higher than that of the vertical salt rock underground storage [34][35][36][37][38]. ere are relatively few studies on the long-term stability of horizontal salt rock underground storage.…”
Section: Introductionmentioning
confidence: 99%