Strength degradation characteristics and damage constitutive model of sandstone under freeze–thaw cycles

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Location: Deutsche Nationalbibliothek Frankfurt am Main

Extent: 1 Online-Ressource.

Language: Englisch

Bibliographic citation: Strength degradation characteristics and damage constitutive model of sandstone under freeze–thaw cycles ; volume:14 ; number:1 ; day:30 ; month:9 ; year:2024 ; pages:1-24 ; date:12.2024
Scientific reports ; 14, Heft 1 (30.9.2024), 1-24, 12.2024

Creator: Wang, Zhongwen
Yu, Meilu
Wang, Lei
Xie, Haotian
Xu, Ying
Wang, Luyu

Contributor: SpringerLink (Online service)

DOI: 10.1038/s41598-024-72974-z

URN: urn:nbn:de:101:1-2412152130398.940444117469

Rights: Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.

Last update: 15.08.2025, 7:27 AM CEST

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Wang, Zhongwen
Yu, Meilu
Wang, Lei
Xie, Haotian
Xu, Ying
Wang, Luyu
SpringerLink (Online service)

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Deterioration mechanisms of tuff with surface fractures under freeze–thaw cycles

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Strength degradation characteristics and damage constitutive model of sandstone under freeze–thaw cycles

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Other Objects (12)

Research progress on freeze–thaw constitutive model of concrete based on damage mechanics

Freeze–thaw Caenorhabditis elegans freeze–thaw stress response is regulated by the insulin/IGF-1 receptor daf-2

Benchmarking passive microwave satellite derived freeze/thaw datasets

Slip‐resistant connections subjected to freeze‐thaw cycles

Responses of feldspathic sandstone and sand-reconstituted soil C and N to freeze–thaw cycles

Mechanical properties of rooted soil under freeze–thaw cycles and extended binary medium constitutive model

Study on pore structure and the mechanical properties of sandstone-concrete binary under freeze–thaw environment

Research progress of freeze–thaw rock using bibliometric analysis

Material cycling of wetland soils driven by freeze-thaw effects

Freeze–Thaw Resistance of Ternary Blended Concrete Using Ferronickel Slag

Elucidating the Mechanism of Freeze‐Thaw Driven Content Mixing between Protocells

Deterioration mechanisms of tuff with surface fractures under freeze–thaw cycles

Research progress on freeze–thaw constitutive model of concrete based on damage mechanics

Freeze–thaw Caenorhabditis elegans freeze–thaw stress response is regulated by the insulin/IGF-1 receptor daf-2

Benchmarking passive microwave satellite derived freeze/thaw datasets

Slip‐resistant connections subjected to freeze‐thaw cycles

Responses of feldspathic sandstone and sand-reconstituted soil C and N to freeze–thaw cycles

Mechanical properties of rooted soil under freeze–thaw cycles and extended binary medium constitutive model

Study on pore structure and the mechanical properties of sandstone-concrete binary under freeze–thaw environment

Research progress of freeze–thaw rock using bibliometric analysis

Material cycling of wetland soils driven by freeze-thaw effects

Freeze–Thaw Resistance of Ternary Blended Concrete Using Ferronickel Slag

Elucidating the Mechanism of Freeze‐Thaw Driven Content Mixing between Protocells

Deterioration mechanisms of tuff with surface fractures under freeze–thaw cycles

Research progress on freeze–thaw constitutive model of concrete based on damage mechanics

Freeze–thaw Caenorhabditis elegans freeze–thaw stress response is regulated by the insulin/IGF-1 receptor daf-2

Benchmarking passive microwave satellite derived freeze/thaw datasets

Slip‐resistant connections subjected to freeze‐thaw cycles

Responses of feldspathic sandstone and sand-reconstituted soil C and N to freeze–thaw cycles

Mechanical properties of rooted soil under freeze–thaw cycles and extended binary medium constitutive model

Study on pore structure and the mechanical properties of sandstone-concrete binary under freeze–thaw environment

Research progress of freeze–thaw rock using bibliometric analysis

Material cycling of wetland soils driven by freeze-thaw effects

Freeze–Thaw Resistance of Ternary Blended Concrete Using Ferronickel Slag

Elucidating the Mechanism of Freeze‐Thaw Driven Content Mixing between Protocells

Deterioration mechanisms of tuff with surface fractures under freeze–thaw cycles

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