Zobrazeno 1 - 10
of 270
pro vyhledávání: '"Wijewickreme, A."'
Publikováno v:
In Engineering Geology January 2024 328
Autor:
Verma, Priyesh, Wijewickreme, Dharma
Publikováno v:
In Soil Dynamics and Earthquake Engineering October 2023 173
Publikováno v:
In Soil Dynamics and Earthquake Engineering August 2023 171
Autor:
Valverde Ana, Wijewickreme Dharma
Publikováno v:
E3S Web of Conferences, Vol 544, p 04008 (2024)
In addition to the well-understood effects of void ratio and effective confining stress on the mechanical behavior of finegrained soils, past experimental research at the University of British Columbia (UBC), Vancouver, Canada, has revealed a conside
Externí odkaz:
https://doaj.org/article/5ff8c4e704e3489992fcff8ff157944a
Publikováno v:
In Soil Dynamics and Earthquake Engineering September 2019 124:280-296
Publikováno v:
Géotechnique. 73:375-387
A series of full-scale experiments was conducted to estimate lateral soil constraints on pipes buried in dense sandy slopes at different burial depths. The experimental data indicated that the soil force on the pipe increases with increase in the slo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9cff262bd023f2fdd2a38502d632b27
https://doi.org/10.1680/jgeot.21.00057
https://doi.org/10.1680/jgeot.21.00057
Publikováno v:
Canadian Geotechnical Journal. 59:1531-1534
Muskeg soils are considered problematic. They are distinguished by their high initial void ratio and water content. Therefore, they exhibit high compressibility and low shear strength when they are subjected to external loads. Microbially induced cal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::633692662f05ac6d4bb9352f63049eb5
https://doi.org/10.1139/cgj-2021-0209
https://doi.org/10.1139/cgj-2021-0209
Publikováno v:
Canadian Geotechnical Journal. 59:1487-1502
Significant regions of Canada are seismically active, and areas underlain by loose, saturated sediments in these regions are expected to experience liquefaction-induced lateral spread permanent ground displacements (PGDs) under earthquake shaking. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f01c1bf5b16933e680cfa86fa90c109
https://doi.org/10.1139/cgj-2021-0357
https://doi.org/10.1139/cgj-2021-0357
Akademický článek
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Publikováno v:
In Engineering Geology 8 April 2016 204:94-107