Stress-strain state, seepage strength, stability, and optimization of earth dams

Journal Article · Sun Nov 01 04:00:00 EST 1987 · Hydrotech. Constr.; (United States)

DOI:https://doi.org/10.1007/BF01463882· OSTI ID:5361384

Rasskazov, L N; Nedriga, V P; Mozhevitinov, A L

Computer simulation and design scenarios incorporating the stress-strain state, seepage strength, slope stability, and optimization procedures for earth dams intended for Soviet hydroelectric development are described. Stress distribution and soil permeability considerations are used to determine height and thickness parameters. Two-dimensional and three-dimensional simulations are assessed.

• OSTI ID: 5361384
• Journal Information: Hydrotech. Constr.; (United States), Journal Name: Hydrotech. Constr.; (United States) Vol. 21:5; ISSN HYCOA
• Country of Publication: United States
• Language: English

Related Subjects

13 HYDRO ENERGY
130200* -- Hydro Energy-- Site Geology & Meteorology
ASIA
CIVIL ENGINEERING
COMPUTER-AIDED DESIGN
COMPUTERIZED SIMULATION
CONSTRUCTION
DAMS
DIMENSIONS
EASTERN EUROPE
ENGINEERING
ENGINEERING GEOLOGY
EUROPE
FOUNDATIONS
GEOLOGY
HEIGHT
HYDROELECTRIC POWER PLANTS
LEAKS
MATHEMATICAL MODELS
MECHANICAL STRUCTURES
MECHANICS
OPTIMIZATION
PERMEABILITY
POWER PLANTS
RELIABILITY
SIMULATION
SLOPE STABILITY
SOIL MECHANICS
SOIL-STRUCTURE INTERACTIONS
SOILS
STABILITY
STRAINS
STRESS ANALYSIS
STRESSES
SUPPORTS
USSR