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The Behaviour under the Influence of Soil Creep Pressure of the Concrete Bridge Built at Klosters by the Rhaetian Railway Company, Switzerland
(1953)Mitteilungen der Versuchsanstalt für Wasserbau und ErdbauConference Paper -
Three-dimensional Seepage-tests with viscous Fluids
(1953)Mitteilungen der Versuchsanstalt für Wasserbau und ErdbauConference Paper -
Three-dimensional seepage-tests with viscous fluids
(1953)Proceedings of the Third International Conference on Soil Mechanics and Foundation EngineeringConference Paper -
Creep problems in soils, snow and ice
(1953)Proceedings of the Third International Conference on Soil Mechanics and Foundation EngineeringConference Paper -
The behaviour under the influence of soil creep pressure of the concrete bridge built at Klosters by the Rhaetian railway company, Switzerland
(1953)Proceedings of the Third International Conference on Soil Mechanics and Foundation EngineeringIn spring 1938 several cracks appeared in the reinforced concrete viaduct. This deformation was caused by creeping movement in the left side of the valley where one of the two abutments and approach viaducts are situated. After three years' study of the creep process (1939-51) a proposed structure for safeguarding the bridge was developed. The principal part of the reconstruction is a horizontal shore (stiffening beam) between the two ...Conference Paper -
A combined penetration process for the exploration of the foundation soil
(1953)Proceedings of the Third International Conference on Soil Mechanics and Foundation EngineeringConference Paper -
A Combined Penetration Process for the Exploration of the Foundation Soil
(1953)Mitteilungen der Versuchsanstalt für Wasserbau und ErdbauConference Paper