Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Investigations of pressures and deflections for flexible pavements. Report n 3. Theoretical stresses induced by uniform circular loads
Development of paper, Stress Produced in Semi-Infinite Body by Pressure on Part of Boundary, by A.E.H.LOVE; formulas for direct computation of theoretical values for stresses, deflections, and strains produced by uniform circular loads; verification and use of formulas.
Investigations of pressures and deflections for flexible pavements. Report n 3. Theoretical stresses induced by uniform circular loads
Development of paper, Stress Produced in Semi-Infinite Body by Pressure on Part of Boundary, by A.E.H.LOVE; formulas for direct computation of theoretical values for stresses, deflections, and strains produced by uniform circular loads; verification and use of formulas.
Investigations of pressures and deflections for flexible pavements. Report n 3. Theoretical stresses induced by uniform circular loads
U. S. Waterways Experiment Station -- Tech Memo
Fergus, S.M. (Autor:in) / Miner, W.E. (Autor:in)
1953
13 pages
76 Tables
Report
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Investigations of pressures and deflections for flexible pavements -- Homogeneous sand test section
Engineering Index Backfile | 1954
Deflections in Flexible Pavements
NTIS | 1966
Deflections in flexible pavements
| Engineering Index Backfile | 1965
Engineering Index Backfile | 1951