Zobrazeno 1 - 3
of 3
pro vyhledávání: '"P. N. Kashkarov"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 16:174-179
1. The failure of a sandy foundation bed under a rigid embedded reinforced-concrete foundation (h/b≧0.5) with a flat, rough lower surface is three-dimensional in nature when the loads are inclined at δ=20–40° to the vertical. 2. Plane shear is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::80b0d7a522abfccea9f80698d7a5ca3d
https://doi.org/10.1007/bf01704127
https://doi.org/10.1007/bf01704127
Publikováno v:
Soil Mechanics and Foundation Engineering. 19:248-252
1. Until more modern methods of computation are developed, it is recommended that the bearing capacity of beds for rigid rectangular foundations of agricultural buildings framed from three-hinge mill bents with a relative embedment 0.5≤h/B≤1 and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a421ea951ca7eb0d44af3d6b0664ffe5
https://doi.org/10.1007/bf02306645
https://doi.org/10.1007/bf02306645
Publikováno v:
Hydrotechnical Construction. 6:222-227
1. The investigations showed that the strength characteristics of soil specimens differ substantially from the strength characteristics of the foundation as a whole. This is due both to the different mechanism of soil deformation in the shear tests,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d3ffc615b26f395c6118ff90af90840
https://doi.org/10.1007/bf02377484
https://doi.org/10.1007/bf02377484