Bending Settlement of a Slab Resting on a Consolidating Foundation
- 1 January 1942
- journal article
- Published by AIP Publishing in Journal of Applied Physics
- Vol. 13 (1) , 35-40
- https://doi.org/10.1063/1.1714800
Abstract
The calculation of the settlement and bending of an elastic slab resting on a consolidating foundation under the action of a load concentrated on a line. Two cases are considered: first, when the slab is perfectly pervious to water, and second, when it is impervious. The problem is two-dimensional.This publication has 2 references indexed in Scilit:
- Consolidation Settlement of a Soil with an Impervious Top SurfaceJournal of Applied Physics, 1941
- Consolidation Settlement Under a Rectangular Load DistributionJournal of Applied Physics, 1941