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Technical guidance for those civil, structural and geotechnical engineers interested in failure modes for concrete structures. Here is what is discussed: 1. GENERAL 2. LIMIT EQUILIBRIUM ANALYSIS 3. SLIDING PLANES 4. RESULTANT LOCATION 5. FLOTATION 6. BEARING 7. GEOTECHNICAL EXPLORATIONS AND TESTING 8. SHEAR STRENGTH TESTS 9. SELECTION OF DESIGN SHEAR STRENGTHS 10. MULTIPLE-WEDGE SLIDING ANALYSIS 11. SINGLE-WEDGE SLIDING ANALYSIS.
Introductory technical guidance for civil, structural and geotechnical engineers interested in soil mechanics. Here is what is discussed: 1. GENERAL 2. LIMIT EQUILIBRIUM ANALYSIS 3. SLIDING PLANES 4. RESULTANT LOCATION 5. FLOTATION 6. BEARING 7. GEOTECHNICAL EXPLORATIONS AND TESTING 8. SHEAR STRENGTH TESTS 9. SELECTION OF DESIGN SHEAR STRENGTHS 10. MULTIPLE-WEDGE SLIDING ANALYSIS 11. SINGLE-WEDGE SLIDING ANALYSIS.
Introductory technical guidance for civil, structural and geotechnical engineers interested in stability of large concrete structures such as dams and locks. Here is what is discussed: 1. FAILURE MODES AND WEDGE SLIDING ANALYSIS 2. STABILITY REQUIREMENTS 3. RISK-BASED ANALYSIS FOR FLOOD PROJECT STUDIES 4. SITE INFORMATION 5. CRITICAL STRUCTURES 6. EXISTING STRUCTURES 7. FACTORS OF SAFETY FOR SLIDING 8. FACTORS OF SAFETY FOR FLOTATION 9. LIMITS ON RESULTANT LOCATION 10. ALLOWABLE BEARING CAPACITY 11. SEISMIC STABILITY 12. MANDATORY REQUIREMENTS.
Introductory technical guidance for civil, structural and geotechnical engineers interested in stability of concrete structures such as dams and locks. Here is what is discussed: 1. LOADS AND LOADING CONDITIONS 2. CONSTRUCTION 3. WATER LOADING CONDITIONS 4. UPLIFT LOADS 5. MAINTENANCE CONDITIONS 6. SURGE AND WAVE LOADS 7. EARTHQUAKE LOADING CONDITIONS 8. OTHER LOADS 9. MANDATORY REQUIREMENTS 10. SOIL FORCES AND SINGLE-WEDGE SLIDING ANALYSIS.
Introductory technical guidance for civil engineers, geotechnical engineers and structural engineers interested in stability of concrete structures. Here is what is discussed: 1. LOADS AND LOADING CONDITIONS 2. CONSTRUCTION 3. WATER LOADING CONDITIONS 4. UPLIFT LOADS 5. MAINTENANCE CONDITIONS 6. SURGE AND WAVE LOADS 7. EARTHQUAKE LOADING CONDITIONS 8. OTHER LOADS 9. MANDATORY REQUIREMENTS 10. SOIL FORCES AND SINGLE-WEDGE SLIDING ANALYSIS.
Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in concrete gravity dams. Here is what is discussed: 1. STABILITY ANALYSIS, 2. STATIC AND DYNAMIC STRESS ANALYSIS.
Introductory technical guidance for civil engineers interested in stability and stress analysis of concrete gravity dams. Here is what is discussed: 1. STABILITY ANALYSIS 2. STATIC AND DYNAMIC STRESS ANALYSIS.
Introductory technical guidance for civil, structural and geotechnical engineers interested in soil forces and sliding analysis for concrete structures. Here is what is discussed: 1. GENERAL 2. SINGLE-WEDGE STABILITY ANALYSES 3. SOIL PRESSURES AND FORCES 4. SOIL PRESSURES WITH WATER TABLE WITHIN OR ABOVE TOP OF BACKFILL WEDGE 5. EARTHQUAKE INERTIAL FORCES ON STRUCTURES.
Introductory technical guidance for civil engineers and construction managers interested in design and construction of dams. Here is what is discussed: 1. ARCH DAMS 2. GRAVITY DAMS 3. COFFER DAMS 4. ARCH DAM EARTHQUAKE ANALYSIS 5. ARCH DAM CONCRETE PROPERTIES 6. ARCH DAM CONSTRUCTION 7. FOUNDATION INVESTIGATIONS FOR ARCH DAMS 8. ARCH DAM INSTRUMENTATION 9. MANUAL LAYOUT OF ARCH DAMS 10. ARCH DAM OUTLETS 11. STATIC ANALYSIS OF ARCH DAMS 12. TEMPERATURE STUDIES FOR ARCH DAMS 13. CONCRETE CONDUITS 14: ANALYSIS OF CONCRETE GRAVITY DAMS 15. MISCELLANEOUS CONSIDERATION FOR GRAVITY DAMS
Introduces a new approach to rock mechanics called ``block theory,'' which formalizes procedures for selecting proper shapes and orientations for excavations in hard jointed rock. Applies block theory to rock slopes and underground excavations, and covers the Q theory of rock classification, the empirical criterion of joint shear strength, rock bolting, properties of weak rocks, statistical frequency of jointing, an empirical criterion of rock strength, and design of underground supports. Contains many new problems with worked-out solutions.