The international cooperative test of the critical degree of saturation method of assessing the freeze/thaw resistance of concrete
(1977) In Materials and Structures 10(58). p.231-253- Abstract
- The article describes the execution and result of an investigation of the "'ScR-method'" of freeze/thaw-testing concrete. The investigation formed part of the work within RILEM Committee 4-CDC. Five laboratories participated. Two concrete types were tested," one without and one with entrained air. At each laboratory the critical degree of saturation, SCR,
was determined by freeze/thaw-experiments and the capillary degree of saturation, SCA P, by water absorption experiments. The deviations in the Sc# s and ScAe: s obtained are small. Hence, the quantitative judgement of freeze/thaw resistance made possible by calculation of the difference between ScR and SCA e was almost the same at all laboratories (fig. 16a, e, fig. 17).
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/3801304
- author
- Fagerlund, Göran LU
- organization
- publishing date
- 1977
- type
- Contribution to journal
- publication status
- published
- subject
- in
- Materials and Structures
- volume
- 10
- issue
- 58
- pages
- 231 - 253
- publisher
- Springer
- external identifiers
-
- scopus:0017511608
- ISSN
- 1359-5997
- DOI
- 10.1007/BF02478694
- language
- English
- LU publication?
- yes
- id
- e358d7b5-5584-4f4e-94fa-275b11e6f4c1 (old id 3801304)
- date added to LUP
- 2016-04-01 12:16:57
- date last changed
- 2021-10-10 03:42:19
@article{e358d7b5-5584-4f4e-94fa-275b11e6f4c1, abstract = {{The article describes the execution and result of an investigation of the "'ScR-method'" of freeze/thaw-testing concrete. The investigation formed part of the work within RILEM Committee 4-CDC. Five laboratories participated. Two concrete types were tested," one without and one with entrained air. At each laboratory the critical degree of saturation, SCR,<br/><br> was determined by freeze/thaw-experiments and the capillary degree of saturation, SCA P, by water absorption experiments. The deviations in the Sc# s and ScAe: s obtained are small. Hence, the quantitative judgement of freeze/thaw resistance made possible by calculation of the difference between ScR and SCA e was almost the same at all laboratories (fig. 16a, e, fig. 17).}}, author = {{Fagerlund, Göran}}, issn = {{1359-5997}}, language = {{eng}}, number = {{58}}, pages = {{231--253}}, publisher = {{Springer}}, series = {{Materials and Structures}}, title = {{The international cooperative test of the critical degree of saturation method of assessing the freeze/thaw resistance of concrete}}, url = {{http://dx.doi.org/10.1007/BF02478694}}, doi = {{10.1007/BF02478694}}, volume = {{10}}, year = {{1977}}, }