Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete

Lu, Cai Rong / Ge, Xue Liang / Mei, Guo Xing / Liu, Wei Bao / Wang, Heng

Frost resistance of low antifreeze design level hydraulic concrete was studied with Climate Simulation System. Three temperature of -17°C, -20°C, -30°C were chosen as the inner low temperature of concrete specimen during freezing-thawing. The properties of mass, dynamic elastic modulus, flexural strength and compressive strength of low antifreeze design level hydraulic concrete under different low temperature were compared. And the microscopic property of low antifreeze design level hydraulic concrete was observed by environmental scanning electron microscope (ESEM).

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete

Lu, Cai Rong / Ge, Xue Liang / Mei, Guo Xing / Liu, Wei Bao / Wang, Heng

Frost resistance of low antifreeze design level hydraulic concrete was studied with Climate Simulation System. Three temperature of -17°C, -20°C, -30°C were chosen as the inner low temperature of concrete specimen during freezing-thawing. The properties of mass, dynamic elastic modulus, flexural strength and compressive strength of low antifreeze design level hydraulic concrete under different low temperature were compared. And the microscopic property of low antifreeze design level hydraulic concrete was observed by environmental scanning electron microscope (ESEM).

Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete

Lu, Cai Rong / Ge, Xue Liang / Mei, Guo Xing / Liu, Wei Bao / Wang, Heng

Frost resistance of low antifreeze design level hydraulic concrete was studied with Climate Simulation System. Three temperature of -17°C, -20°C, -30°C were chosen as the inner low temperature of concrete specimen during freezing-thawing. The properties of mass, dynamic elastic modulus, flexural strength and compressive strength of low antifreeze design level hydraulic concrete under different low temperature were compared. And the microscopic property of low antifreeze design level hydraulic concrete was observed by environmental scanning electron microscope (ESEM).

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete

Beteiligte:

Lu, Cai Rong / Ge, Xue Liang / Mei, Guo Xing / Liu, Wei Bao / Wang, Heng

Erschienen in:

Advanced Materials Research ; 598 ; 608-611

Erscheinungsdatum:

29.11.2012

Format / Umfang:

4 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.598.608

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Durability , Hydraulic Concrete , Microscopic Property , Frost Resistance , Low Antifreeze Design Level

Ähnliche Titel

Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete

Lu, C.R. / Ge, X.L. / Mei, G.X. et al. | British Library Conference Proceedings | 2012

Impermeability and frost resistance of concrete with an antifreeze additive-ammonia water

Kuz’min, E. D. / Virskaya, V. V. / Kruglov, V. A. | Online Contents | 1976

Impermeability and frost resistance of concrete with an antifreeze additive-ammonia water

Kuz’min, E. D. / Virskaya, V. V. / Kruglov, V. A. | Springer Verlag | 1976

Sulfate and Frost Resistance of Mass Hydraulic Concrete

Gao, Pei Wei ;Wu, Sheng Xing ;Lin, Ping Hua | Trans Tech Publications | 2006

Sulfate and Frost Resistance of Mass Hydraulic Concrete

Gao, P. W. / Wu, S. X. / Lin, P. H. et al. | British Library Online Contents | 2006