Zobrazeno 1 - 10
of 49
pro vyhledávání: '"Tengyuan Zhao"'
Publikováno v:
Soils and Foundations, Vol 64, Iss 6, Pp 101523- (2024)
Geotechnical properties, such as cohesion, pile drivability, rock strength, is one of the most important and indispensable input for design or analysis of geotechnical/geological engineering projects. Conventionally, these properties are obtained fro
Externí odkaz:
https://doaj.org/article/ee12d105f75f470b8dba163f81a5c552
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 14, Iss 4, Pp 1221-1231 (2022)
ABSTRACT: Characterizing spatial distribution of soil liquefaction potential is critical for assessing liquefaction-related hazards (e.g. building damages caused by liquefaction-induced differential settlement). However, in engineering practice, soil
Externí odkaz:
https://doaj.org/article/3f843141515d443f950ceb05bf478587
Publikováno v:
Rock Mechanics and Rock Engineering. 55:6301-6319
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58cbddde0291f06320c3335211de1474
https://doi.org/10.1007/s00603-022-02964-y
https://doi.org/10.1007/s00603-022-02964-y
Publikováno v:
Journal of Soils and Sediments.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f87d33415b138ad8bd0b1f93ff945c84
https://doi.org/10.1007/s11368-023-03517-8
https://doi.org/10.1007/s11368-023-03517-8
Publikováno v:
Canadian Geotechnical Journal.
Because cone penetration test (CPT) is reasonably rapid, affordable and repeatable, it has been widely used in-situ for subsurface soil stratification and classification in geological and geotechnical engineering practice. When used for soil stratifi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48b7b5ffc87a213a057d43acb2b2325e
https://doi.org/10.1139/cgj-2022-0131
https://doi.org/10.1139/cgj-2022-0131
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 16:140-153
The runout distance of landslides is a critical factor that influences landslide risk quantification and mitigation designs. Nevertheless, empirical correlation models developed in a region may be ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7adede0db66dd58ecfa4134197e63d34
https://doi.org/10.1080/17499518.2021.1952613
https://doi.org/10.1080/17499518.2021.1952613
Publikováno v:
Transportation Geotechnics. :101025
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4eed63ac409f747194535ab24796f1e2
https://doi.org/10.1016/j.trgeo.2023.101025
https://doi.org/10.1016/j.trgeo.2023.101025
Autor:
Yu Wang, Tengyuan Zhao
Publikováno v:
Mathematical Geosciences. 53:1171-1199
Real geo-data are three-dimensional (3D) and spatially varied, but measurements are often sparse due to time, resource, and/or technical constraints. In these cases, the quantities of interest at locations where measurements are missing must be inter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::934b93aa9e6ccafbb09dcc11e5d52082
https://doi.org/10.1007/s11004-020-09913-x
https://doi.org/10.1007/s11004-020-09913-x
Publikováno v:
Landslides. 18:1011-1023
The Loess Plateau is the largest loess accumulation area around the world, onto which loess landslides have been occurring frequently each year, thus bringing significant threats to communities there. To mitigate or manage the risk brought by loess l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a3f4ea9681d92e23dfbf492a2e74433
https://doi.org/10.1007/s10346-020-01521-4
https://doi.org/10.1007/s10346-020-01521-4
Publikováno v:
Canadian Geotechnical Journal. 57:947-958
A novel method is developed in this study for soil classification and zonation in a two-dimensional (2D) vertical cross section using cone penetration tests (CPTs). A CPT is usually performed vertically and the number of CPT soundings in a site is of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79fdda16e6505186246f89350b0cdd70
https://doi.org/10.1139/cgj-2019-0131
https://doi.org/10.1139/cgj-2019-0131