Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental study of load bearing capacity of sand under foundations built directly on surface
152 tests were made with sands from quarry of Mol, of various volumetric weights, screened to 0.589 mm mesh size; equipment used in tests; "critical compactness" of sand is determining factor for failure by subsidence and compressibility of sand determines limit of failure by displacement.
Experimental study of load bearing capacity of sand under foundations built directly on surface
152 tests were made with sands from quarry of Mol, of various volumetric weights, screened to 0.589 mm mesh size; equipment used in tests; "critical compactness" of sand is determining factor for failure by subsidence and compressibility of sand determines limit of failure by displacement.
Experimental study of load bearing capacity of sand under foundations built directly on surface
Etude experimentale de la capacite portante du sable sous des fondations directes etablies en surface
DeBeer, E.E. (Autor:in) / Vesic, A.B. (Autor:in)
1958
48 pages
Aufsatz (Zeitschrift)
Französisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Bearing capacity of deep foundations in sand
| Engineering Index Backfile | 1963
Bearing Capacity of Foundations on Calcareous Sand
| NTIS | 1986
Bearing capacity of foundations on calcareous sand
| TIBKAT | 1986
Vertical bearing capacity of shallow foundations on sand
| British Library Conference Proceedings | 1993
Bearing capacity of surface foundations on sand subjected to combined loading
| British Library Conference Proceedings | 2002