Fabric Effects on Strip Footing Loading of Anisotropic Sand

0508135 - ÚT 2020 RIV US eng J - Článek v odborném periodiku
Chaloulos, Y.K. - Papadimitriou, A.G. - Dafalias, Yannis F.
Fabric Effects on Strip Footing Loading of Anisotropic Sand.
Journal of Geotechnical and Geoenvironmental Engineering. Roč. 145, č. 10 (2019), č. článku 04019068. ISSN 1090-0241. E-ISSN 1943-5606
Grant CEP: GA MŠMT(CZ) EF15_003/0000493
Klíčová slova: anisotropic critical state theory * anisotropy * bearing capacity * constitutive model * footings * sand * settlements
Obor OECD: Materials engineering
Impakt faktor: 2.714, rok: 2019
Způsob publikování: Omezený přístup
https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GT.1943-5606.0002082

The effects of sand fabric anisotropy on the response of vertically loaded rigid strip footings were numerically investigated with the use of a bounding surface constitutivemodel developed within the premises of anisotropic critical state theory. In agreement with pertinent centrifuge test results that were successfully simulated, this paper showed that if the strip footing rests on a sand with a horizontal deposition plane, smaller footing settlements, higher bearing capacity and a wider and deeper failure mechanism are observed, compared with those that appear if the same sand (at the same relative density) has its deposition plane rotated to the vertical direction. Anatomy of the experimentally verified numerical analyses revealed that these differences in footing response are governed mostly by the anisotropic behavior of the sand located under the footing, which is significantly stiffer and more dilative under vertical load when its deposition plane is horizontal rather than vertical. Regardless of initial fabric anisotropy, the development of a distinct failure mechanism is progressive and requires significantly more footing settlement than that for the ultimate (maximum) bearing capacity. In practice, neglecting fabric anisotropy effects may lead to significant overestimation of the ultimate bearing capacity of footings on sand.
Trvalý link: http://hdl.handle.net/11104/0299310