Zobrazeno 1 - 6
of 6
pro vyhledávání: '"congelation (physique)"'
Autor:
Hamilton, J. J.
The Division of Building Research, National Research Council of Canada (DBR, NRCC) has been engaged in field and laboratory studies of the effects of swelling and shrinking clay soils on foundations of various structures for more than 25 years. The i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::8cc2a2a4ce2fd1b1fbcd57011341e11f
https://nrc-publications.canada.ca/eng/view/object/?id=677c43ce-5df0-457c-a850-0582ace92e42
https://nrc-publications.canada.ca/eng/view/object/?id=677c43ce-5df0-457c-a850-0582ace92e42
Autor:
Parameswaran, V. R.
Electrical potentials generated during the freezing of pure water and moist soils have been measured in the laboratory. The freezing potential in water was ice-positive and of the order of a few volts; the potentials in soils were of the order of a f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::19db649eb0d5884d18ee855e93ce7c41
https://nrc-publications.canada.ca/eng/view/object/?id=9f0fcb32-f9ea-4494-a7fd-4f92f7b76d56
https://nrc-publications.canada.ca/eng/view/object/?id=9f0fcb32-f9ea-4494-a7fd-4f92f7b76d56
Autor:
Ritchie, T.
The method of testing bricks for durability used in CSA and ASTM standards is believed to subject bricks to conditions of freezing that do not occur in normal wall service. When certain bricks were tested in the standard way and also by a different m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::b58ed551c3ef3e9ff23361c60b242f99
https://nrc-publications.canada.ca/eng/view/object/?id=a3d7cf8c-6de9-41f1-a7c1-5d4a2460d248
https://nrc-publications.canada.ca/eng/view/object/?id=a3d7cf8c-6de9-41f1-a7c1-5d4a2460d248
Autor:
Parameswaran, V. R.
The adfreeze strength developed during freezing of cylindrical piles to fine Ottawa sand mixed with 14% by weight of water was measured under constant rates of pile displacement on an Instron testing machine and under constant load [in a creep equipm
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::f088c98ed8951c25d2fc0a75ccb5f42b
https://nrc-publications.canada.ca/eng/view/object/?id=006d8b89-af3a-45b3-9c30-d45b6557a4db
https://nrc-publications.canada.ca/eng/view/object/?id=006d8b89-af3a-45b3-9c30-d45b6557a4db
Autor:
G. G. Litvan
Changes in the dimensions and heat content of hydrated cement specimens were determined as a function of temperature and concentration of deicing agent in cooling- warming cycles between +15 degrees C and -70 degrees C. The concentration of the polar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::04bf8a5f0e4f21a236215d7bb64f9954
https://nrc-publications.canada.ca/eng/view/object/?id=bd3428e8-b770-4075-a81e-7c0c175cb882
https://nrc-publications.canada.ca/eng/view/object/?id=bd3428e8-b770-4075-a81e-7c0c175cb882
Autor:
W. W. Irwin, E. Penner
The heaving force transmitted to [Formula: see text] (7.6-cm) diameter steel pipes by adfreezing in Leda clay was measured in the field for two consecutive winters. The maximum uplift force was approximately 6000 lb (2700 kg), which corresponds to an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4f2981d5c634ccd8ae839363f68935ab
https://nrc-publications.canada.ca/eng/view/object/?id=9fd33fd8-499e-4dac-a6cd-f0000fb599f6
https://nrc-publications.canada.ca/eng/view/object/?id=9fd33fd8-499e-4dac-a6cd-f0000fb599f6