Mechanical behavior and constitutive model of lining concrete in triaxial compression infiltration process under pore water pressure

• Autorzy: Xue Weipei , Jing Wei , Wang Zhongjian , Zhang Hanwen , Lin Jian

Identyfikatory

DOI

10.1007/s43452-022-00559-6

• Języki publikacji: EN

Abstrakty

EN

Underground concrete structures are affected by groundwater, the effects of which are different from those of stress environments experienced by ground engineering concrete structures. This study experimentally and theoretically investigates the mechanical behavior, permeability evolution, and deformation failure mechanism of lining concrete under pore water pressure. Results show that an increase in pore water pressure promoted the coupling of seepage and stress fields in concrete. This caused the microcracks to propagate further, which led to a decrease in concrete strength and elastic modulus. Through triaxial compression infiltration, the concrete successively underwent initial compaction, linear elastic deformation, and nonlinear deformation after yielding. Accordingly, its permeability exhibited three trends: gradual decrease, stable development, and a sharp increase. The change in permeability was closely related to the number of pores and the development of microcracks in concrete. The concept of primary pore strain was proposed according to the characteristics of deformation and failure. Moreover, a triaxial compression infiltration constitutive model was derived for concrete based on the principle of effective stress. This model considers the influence of pore water pressure and the initial compaction characteristics. This study can be used to guide the design of lining concrete structures in underground engineering.

Słowa kluczowe

EN

lining concrete; pore water pressure; triaxial compression infiltration; mechanical behavior; constitutive model

PL

ciśnienie porowe; zachowanie mechaniczne; model konstytutywny

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2023
• Tom: Vol. 23, no. 1
• Strony: art. no. e20, 2023
• Opis fizyczny: Bibliogr. 44 poz., rys., tab., wykr.

Twórcy

autor

Xue Weipei

• State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines, Anhui University of Science and Technology, Huainan 232001, China
• Institute of Environment‑Friendly Materials and Occupational Health, Anhui University of Science and Technology, Wuhu 241003, China
• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China

• https://orcid.org/0000-0002-2551-8143

autor

Jing Wei

• State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines, Anhui University of Science and Technology, Huainan 232001, China
• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China

• https://orcid.org/0000-0002-0256-7655

autor

Wang Zhongjian

• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China

• https://orcid.org/0000-0003-0197-3886

autor

Zhang Hanwen

• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China

• https://orcid.org/0000-0001-5850-4509

autor

Lin Jian

• Research Center of Mine Underground Engineering of Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China

• https://orcid.org/0000-0001-9593-4196

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Uwagi

PL

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)