Zobrazeno 1 - 6
of 6
pro vyhledávání: '"sous sol (terre)"'
Publikováno v:
Canadian Geotechnical Journal. 13:339-354
This paper reports the observation and analysis of the rate and magnitude of settlement under the test embankment at Canadian Forces Station Gloucester. The embankment has been in existence for 7 years and, because of extensive instrumentation, a suf
Autor:
Hamilton, J. J.
Volume-changing clay subsoils constitute the most costly natural hazard to buildings on shallow foundations in Canada and the United States. In the Prairie Provinces alone a million or more Canadians live in communities built on subsoils of very high
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::68638184d5b7b4828e6f6f4f7ead4862
https://doi.org/10.4224/40000697
https://doi.org/10.4224/40000697
Autor:
Hamilton, J. J.
Les sous-sols en argile à volume inconstant constituent le risque naturel le plus coûteux dans le cas des bâtiments à fondations superficielles au Canada et aux États-Unis. Dans les provinces des Prairies, plus d'un million de Canadiens vivent d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::f8b82d5468fad7110b508278093f243d
https://doi.org/10.4224/40000994
https://doi.org/10.4224/40000994
Autor:
Legget, R. F., Schriever, W. R.
About 1000 yards of the Toronto underground railway was founded on or in Dundas shale; the remainder was founded above rock in soil varying from hard glacial till to water deposited soils including clays, silts and uniform water- bearing sands. Test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::e8c5e4e2ce46d853f4ceadb85fc43d75
https://nrc-publications.canada.ca/eng/view/object/?id=f97db348-5ddd-4133-97e0-f912ebd71d36
https://nrc-publications.canada.ca/eng/view/object/?id=f97db348-5ddd-4133-97e0-f912ebd71d36
Autor:
Hamilton, J. J.
Movements in shallow foundations may occur due to volume changes in underlying clay that result from drying or wetting of the clay. With proper appreciation of the causes of these problems, foundations can be designed to eliminate damage resulting fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::069e0120eb9a6b5de7a9d9333e79fd9c
https://doi.org/10.4224/40000873
https://doi.org/10.4224/40000873
Autor:
Hamilton, J. J.
Certains mouvements peuvent se produire dans les sols d' assise peu profonds en raison de changements de volume par inhibition ou dessication d'une couche argileuse sousjacente. L'auteur indique comment une bonne connaissance des causes de ces diffic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::14a6e0dd5d1cb89e544df3a53d452ee2
https://nrc-publications.canada.ca/eng/view/object/?id=c45b46dc-abcd-4d2d-89a6-3fe6fb13a84c
https://nrc-publications.canada.ca/eng/view/object/?id=c45b46dc-abcd-4d2d-89a6-3fe6fb13a84c