Settlement of Embankment on Layer of Soilby Jean-Pierre Giroud, (A.M.ASCE), Asst. Prof.; Soil Mech. Lab., Univ. of Grenoble, Saint Martin d' Hères, France,
André Rabatel, Tech. Staff; Soil Mech. Lab., Univ. of Grenoble, Saint Martin d' Hères, France,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1971, Vol. 97, Issue 1, Pg. 287-293
Document Type: Journal Paper
Practicing engineers are often concerned with the computation of the settlement of a layer of compressible soil bearing an embankment of great length with a symmetrical either triangular or trapezoidal cross section. This note attempts to establish tables and charts allowing these calculations to be done quickly.
Subject Headings: Soil settlement | Layered soils | Soil compression | Symmetry | Computing in civil engineering
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