Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Vashish Taukoor"'
Autor:
Cassandra J. Rutherford, Jeff F. Wallace, David White, Bernie B. Bernard, Matthew Hodder, Vashish Taukoor
Publikováno v:
Soils and Foundations. 59:2331-2340
Installation and repetitive movement during the operation of a pipeline causes remolding and softening of the surrounding soil. Similar effects can occur around foundations during their operating life. The degradation of the undrained shear strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aea6059f9a61e5938a057511dd4758e6
https://doi.org/10.1016/j.sandf.2019.07.001
https://doi.org/10.1016/j.sandf.2019.07.001
Publikováno v:
Soils and Foundations. 59:228-233
The average degree of consolidation of soft rock mass in the immediate vicinity of the base of drilled shaft or plate load tests was evaluated using the Biot Three-Dimensional Consolidation Theory. The compressibility parameters of soft rock mass wer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5953ce9464f4f2e5c2f630491dfc788
https://doi.org/10.1016/j.sandf.2018.09.001
https://doi.org/10.1016/j.sandf.2018.09.001
Publikováno v:
Géotechnique. 67:553-557
The influence of the displacement rate of a T-bar on the remoulded shear strength of a soft, natural, lightly overconsolidated marine clay is investigated. A series of T-bar cyclic tests was carried out in 12 box cores collected from the Gulf of Mexi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ee14a33db4648d813a5cfc47ddad1ad
https://doi.org/10.1680/jgeot.16.p.078
https://doi.org/10.1680/jgeot.16.p.078
Publikováno v:
Geo-Congress 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::319bf161c7cb96997f0f4ff63f02b201
https://doi.org/10.1061/9780784482100.032
https://doi.org/10.1061/9780784482100.032
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35b842c611bd54455d24b15078a33939
https://doi.org/10.1061/9780784481486.036
https://doi.org/10.1061/9780784481486.036
Publikováno v:
E3S Web of Conferences, Vol 92, p 04005 (2019)
The small-strain shear modulus (Gmax) is a soil property that has many practical applications. The authors compiled a database of Gmaxmeasurements for 40 normally consolidated to slightly overconsolidated low to high plasticity clays. Using these dat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::01d990872cd077db45d3893452cb5eb9
https://doi.org/10.1051/e3sconf/20199204005
https://doi.org/10.1051/e3sconf/20199204005