Conference
INFLUENCE OF CONSOLIDATION PHENOMENON UPON STRESSES IN EMBANKMENT DAMS.
Abstract
The paper outlines a methodology for a numerical sequential analysis of stresses and displacements within dam embankments, taking into consideration the influence of consolidation. The core consolidation phenomenon effects are considered according to Terzaghi's two-dimensional relationships, which were numerically integrated through a finite difference scheme. The state of stresses within the dam body has been further determined through the …
Authors
Priscu R; Popovici A; Ilie L; Stere C
Volume
2
Pagination
pp. 705-712
Publication Date
January 1, 1980
Conference proceedings
Microstructural Science