Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Foundations in cross-anisotropic ground
Integration of equations of stresses in cross-anisotropic half space produced by normal and tangential loads uniformly distributed along straight line on surface leads to knowledge of stress distribution in cases of triangular loads of same nature in site of gravity type dam; results are tabulated and points where plasticity most probably starts indicated, taking into account anisotropy of foundation ground.
Foundations in cross-anisotropic ground
Integration of equations of stresses in cross-anisotropic half space produced by normal and tangential loads uniformly distributed along straight line on surface leads to knowledge of stress distribution in cases of triangular loads of same nature in site of gravity type dam; results are tabulated and points where plasticity most probably starts indicated, taking into account anisotropy of foundation ground.
Foundations in cross-anisotropic ground
Int Soc of Rock Mechanics
Piquer, J.S. (Autor:in) / Muzas, F. (Autor:in) / De Urena, R. (Autor:in) / Grajera, F. (Autor:in)
Proceedings of 1st Congress on International Society of Rock Mechanics ; 1966 ; Portugal , Lisbon
1966
6 pages
Aufsatz (Konferenz)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1905
|British Library Conference Proceedings | 2000
|Mechanics of non-homogeneous and anisotropic foundations
UB Braunschweig | 2001
|An Investigation on the Settlement of Shallow Foundations Resting on Cross-Anisotropic Soil Deposits
Springer Verlag | 2021
|