Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Pezhman Fazeli Dehkordi"'
Publikováno v:
Case Studies in Construction Materials, Vol 19, Iss , Pp e02299- (2023)
In practical scenarios, it is common to encounter adjacent reinforced concrete (RC) footings that have different loads and shapes near the top of a stabilized slope. The proximity of these footings, along with the reinforcement and slope characterist
Externí odkaz:
https://doaj.org/article/ca7d876ee8954163993b50d25d61e902
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:5088-5112
Geocell reinforcement (GR) improves load-deformation behavior of shallow foundations. A series of instrumented large-scale plate load tests was performed to ascertain such improvements and to corre...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b2df4174d561236ff3a048fecc5f2eb
https://doi.org/10.1080/19648189.2021.1884901
https://doi.org/10.1080/19648189.2021.1884901
Publikováno v:
International Journal of Geomechanics. 21
The soil stratum is heterogeneous and may be tilted with significant influence on the footing bearing capacity (BC). In this paper, a combination of influence of the anisotropy orientation...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d42c38de70f92ef78b7c848667c0c06
https://doi.org/10.1061/(asce)gm.1943-5622.0002107
https://doi.org/10.1061/(asce)gm.1943-5622.0002107
Publikováno v:
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 172(4), 355-364. ICE Publishing Ltd.
This paper presents a study on the stochastic bearing capacity of two parallel strip footings supported on a heterogeneous sand layer confined by a rigid base. Variability of the sand is represented by a truncated normal distribution function of its
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b0a6353dc1c1fa132bdb3fb4447f3c86
https://doi.org/10.1680/jgeen.18.00094
https://doi.org/10.1680/jgeen.18.00094
Publikováno v:
Arabian Journal of Geosciences, 13(20):1100. Springer
Soil in nature may exist in a stratified state. A possible condition is the case of a rigid layer underlying a weak sand stratum. In this instance, the bearing capacity of a shallow footing is affected by the lower rigid boundary. The treatment of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6a30aef6690c28b3cfde40facdf68a27
https://research.utwente.nl/en/publications/6f1d9ba9-4dc6-4129-a982-d6f20bc9976c
https://research.utwente.nl/en/publications/6f1d9ba9-4dc6-4129-a982-d6f20bc9976c
Publikováno v:
Transportation Geotechnics. 27:100502
In practice, footings may be constructed near each other which results in an interaction between foundations and leads to significant effect on bearing capacity (BC), failure mechanism, footing settlement and tilting. This paper reviews comprehensive
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89f45e5c637cc0d07b0b1bc82835863f
https://doi.org/10.1016/j.trgeo.2020.100502
https://doi.org/10.1016/j.trgeo.2020.100502