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 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, 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 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 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.
With the ever-increasing developmental activities as diverse as the construction of dams, roads, tunnels, underground powerhouses and storage facilities, petroleum exploration and nuclear repositories, a more comprehensive and updated understanding of rock mass is essential for civil engineers, engineering geologists, geophysicists, and petroleum and mining engineers. Though some contents of this vast subject are included in undergraduate curriculum, there are full-fledged courses on Rock Mechanics/Rock Engineer-ing in postgraduate programmes in civil engineering and mining engineering. Much of the material presented in this book is also taught to geology and geophysics students. In addition, the book is suitable for short courses conducted for teachers, practising engineers and engineering geologists. This book, with contributions from a number of authors with expertise and vast experience in various areas of rock engineering, gives an in-depth analysis of the multidimensional aspects of the subject. The text covers a wide range of topics related to engineering behaviour of rocks and rock masses, their classifications, interpretation of geological mapping of joints through stereographic projection, in situ stress measurements, laboratory and field tests, stability of rock slopes, foundations of structures, including dams and support systems for underground excavations. The Second Edition has been enriched with new topics such as minimum overburden on pressure tunnels, pressure around vertical cylindrical shaft, thickness of steel lining, and penetration rate from joint factor. What distinguishes the text is the application of numerical methods to solve various problems by discrete element and equivalent material concepts, interpretations of geomechanics modelling test data, excavation methods, ground improving methods, and use of roadheaders and TBMs. The book provides an excellent understanding of how to solve problems in rock engineering and should immensely benefit students, teachers, professionals and designers alike.
