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Stress analysis of road and spillway excavation slides in sedimentary rock
Summary Two rock slides in sedimentary rock in northwestern Greece are studied using a two-dimensional finite element method. The two slides located at the access road and the spillway of a hydroelectric project, occurred after heavy rainstorms upon termination of the excavation operations. The stresses are computed by applying a combination of excavation relief and ground-water rise forces on the slope surface obtained from the excavation. In both cases the slide surface is outlined by the boundary of the tensile stress region.
Stress analysis of road and spillway excavation slides in sedimentary rock
Summary Two rock slides in sedimentary rock in northwestern Greece are studied using a two-dimensional finite element method. The two slides located at the access road and the spillway of a hydroelectric project, occurred after heavy rainstorms upon termination of the excavation operations. The stresses are computed by applying a combination of excavation relief and ground-water rise forces on the slope surface obtained from the excavation. In both cases the slide surface is outlined by the boundary of the tensile stress region.
Stress analysis of road and spillway excavation slides in sedimentary rock
E.C., Kalkani (author)
1978
Article (Journal)
Electronic Resource
English
BKL:
56.00$jBauwesen: Allgemeines
/
38.58
Geomechanik
/
38.58$jGeomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
56.00
Bauwesen: Allgemeines
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB18
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