Tests on homogeneous soil mass; stresses and deflections induced by static loads of 15,000, 30,000, 45,000 and 60,000 lb, simulating effect of single and dual airplane tires; comparison of measured and computed stresses and deflections. (90p plus 47-p Appendix, 154 supp plates plus 15 supp plates in Appendix)
Investigations of pressures and deflections for flexible pavements report n 1 -- Homogeneous clayey-silt test section
U S Army Corps Engrs -- Waterways Experiment Station -- Tech Memo
1951
90 pages
Article (Journal)
English
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