Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Lech S. Brzezinski"'
Autor:
Lech S. Brzezinski, Hafeez U. Baba
Publikováno v:
Full-Scale Testing and Foundation Design.
Steel piles of 1,219 and 1,016 mm diameter were driven open end in 16 to 20 m of water, to 36 to 44 m depth in marine soils of variable, but generally silty sand composition. The 308 piles support marine structures requiring maximum compression and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a2a63eab69b6ac02d1dc7c69c770670
https://doi.org/10.1061/9780784412084.0040
https://doi.org/10.1061/9780784412084.0040
Autor:
Lech S Brzezinski
Publikováno v:
Canadian Geotechnical Journal. 39:1439-1440
The authors are to be congratulated for providing the mining and geotechnical community with a well documented account explaining why a disastrous flow movement of tailings occurred from the breach of the Merriespruit gold tailings impoundment in Sou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b4b6ffcb401e7f11fc0d80d02ee8ab6
https://doi.org/10.1139/t02-078
https://doi.org/10.1139/t02-078
Publikováno v:
Full-Scale Testing & Foundation Design; 3/29/2012, pi-xxxvii, 37p
Static liquefaction as a possible explanation for the Merriespruit tailings dam failure: Discussion.
Autor:
Brzezinski, Lech S
Publikováno v:
Canadian Geotechnical Journal; Dec2002, Vol. 39 Issue 6, p1439-1440, 2p
Publikováno v:
Canadian Geotechnical Journal; Dec2002, Vol. 39 Issue 6, p-1, 1p