Zobrazeno 1 - 10
of 80
pro vyhledávání: '"Seismic dilatometer"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 9, Pp 3718-3732 (2024)
The characteristics of residual soils are very different from those of sedimentary soils. Although the strength characteristics of sedimentary soils have been studied extensively, the shear strength characteristics of granitic residual soils (GRS) su
Externí odkaz:
https://doaj.org/article/19c92c5becd94ed69876a2f5a9493065
Publikováno v:
Soils and Foundations, Vol 62, Iss 5, Pp 101184- (2022)
The structure of the sedimentary clay influences its mechanical behavior in non-negligible ways. This paper proposes an effective approach for investigating the in-situ stiffness characteristics from shear modulus and strain decay curves (G–γ curv
Externí odkaz:
https://doaj.org/article/b1af9bcd2233400da4a7ed62585620d8
Akademický článek
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Autor:
Godlewski T.
Publikováno v:
Archives of Civil Engineering, Vol 64, Iss 4, Pp 285-307 (2018)
Increasingly complex design systems require an individual approach when determining the necessary design parameters. As soils are characterized by strong strain-dependent nonlinearity, test methods used to characterize the subsoil should be carefully
Externí odkaz:
https://doaj.org/article/ac947be3400b4a8687155d1519e4fabc
Publikováno v:
Geosciences, Vol 11, Iss 5, p 207 (2021)
The estimate of the velocity of shear waves (Vs) is essential in seismic engineering to characterize the dynamic response of soils. There are various direct methods to estimate the Vs. The authors report the results of site characterization in Macera
Externí odkaz:
https://doaj.org/article/66fc2712baf346f09bacf14414217f22
Autor:
Roger Augusto Rodrigues, André Luís de Carvalho Rodrigues, Breno Padovezi Rocha, Heraldo Luiz Giacheti
Publikováno v:
Scopus
Repositório Institucional da UNESP
Universidade Estadual Paulista (UNESP)
instacron:UNESP
Repositório Institucional da UNESP
Universidade Estadual Paulista (UNESP)
instacron:UNESP
Made available in DSpace on 2022-05-01T11:07:35Z (GMT). No. of bitstreams: 0 Previous issue date: 2021-01-01 Collapsible soils are unusual geomaterials found in several regions of the world. These soils undergo sudden and large volumetric compressive
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::048c3207cbb69f2e2159e2a1e7bbe693
https://doi.org/10.1007/s40999-021-00687-9
https://doi.org/10.1007/s40999-021-00687-9
Publikováno v:
Soils and Rocks, Volume: 45, Issue: 3, Article number: e2022074021, Published: 18 JUL 2022
According to previously available research and seismic microzonation studies a large area of the Guayaquil (Ecuador, South America) sits on estuarine deltaic deposits which consist of weak and highly compressible clays with diatoms. The nature of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b46808279fab0b26a15615d047a039e6
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000300401&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000300401&lng=en&tlng=en
Publikováno v:
Applied Sciences, Vol 9, Iss 8, p 1660 (2019)
The undrained shear strength in cohesive soils can be evaluated based on measurements obtained from the standard dilatometer test (DMT) using single- and multi-factor empirical relationships. However, the empirical relationships presented in the lite
Externí odkaz:
https://doaj.org/article/a62cbeb6561641608b25290cfd7de089
Publikováno v:
Geosciences, Vol 8, Iss 7, p 242 (2018)
To investigate the geotechnical soil properties of Emilia Romagna Region, a large series of in situ tests, laboratory tests and geophysical tests have been performed, particularly at the damaged city of Scortichino—Bondeno. Deep site investigations
Externí odkaz:
https://doaj.org/article/4b398ed7485d47fa9e406b5c27e6dc23