IITK-GSDMA guidelines for seismic design of earth dams and embankments : provisions with commentary and explanatory examples
Kanpur, Indian Institute of Technology[IIT]
IITK-GSDMA guidelines for seismic design of earth dams and embankments : provisions with commentary and explanatory examples - Kanpur National Information Center of Earthquake Engineering, Indian Institute of Technology 2007 - xi,46,ip.
CONTENTS PART 1: Provisions and Commentary 1.GENERAL 1.1 SCOPE 1.2 FAILURE MECHANISMS 1.3 EARTHQUAKE LOAD 1.4 INVESTIGATION 2. LOCATION 2.1 PREFERENCE 2.2 DESIGN MEASURES 3. FREEBOARD 4. LIQUEFACTION 4.1 FOUNDATION 4.2 COMPACTION 5. SEISMIC SLOPE STABILITY ASSESSMENT 6. EQUIVALENT-STATIC SLOPE STABILITY ASSESSMENT 6.1 EQUIVALENT-STATIC FORCES 6.2 APPLICATION OF FORCES 6.3 SOIL PROPERTIES 7. SLIDING BLOCK METHOD 7.1 GENERAL 7.2 ACCEPTABLE DEFORMATION 7.3 HYNES-GRIFFIN AND FRANKLIN METHOD 8. DYNAMIC ANALYSIS 9.HYDRODYNAM1C EFFECT 10. INSTRUMENTATION, INSPECTION AND MONITORING 10.1 INSTRUMENTATION 10.2 INSPECTION 10.3 VISUAL INSPECTION 10.4 MONITORING 10.5 RECORDING, REPORTING AND COMMUNICATION ANNEX A: SIMPLIFIED PROCEDURE FOR EVALUATION OF LIUEF ACTION POTENTIAL 25 REFERENCES PART 2 : Explanatory Examples for Seismic Design of Earth Dams and Embankments
624.1762 / IITK
IITK-GSDMA guidelines for seismic design of earth dams and embankments : provisions with commentary and explanatory examples - Kanpur National Information Center of Earthquake Engineering, Indian Institute of Technology 2007 - xi,46,ip.
CONTENTS PART 1: Provisions and Commentary 1.GENERAL 1.1 SCOPE 1.2 FAILURE MECHANISMS 1.3 EARTHQUAKE LOAD 1.4 INVESTIGATION 2. LOCATION 2.1 PREFERENCE 2.2 DESIGN MEASURES 3. FREEBOARD 4. LIQUEFACTION 4.1 FOUNDATION 4.2 COMPACTION 5. SEISMIC SLOPE STABILITY ASSESSMENT 6. EQUIVALENT-STATIC SLOPE STABILITY ASSESSMENT 6.1 EQUIVALENT-STATIC FORCES 6.2 APPLICATION OF FORCES 6.3 SOIL PROPERTIES 7. SLIDING BLOCK METHOD 7.1 GENERAL 7.2 ACCEPTABLE DEFORMATION 7.3 HYNES-GRIFFIN AND FRANKLIN METHOD 8. DYNAMIC ANALYSIS 9.HYDRODYNAM1C EFFECT 10. INSTRUMENTATION, INSPECTION AND MONITORING 10.1 INSTRUMENTATION 10.2 INSPECTION 10.3 VISUAL INSPECTION 10.4 MONITORING 10.5 RECORDING, REPORTING AND COMMUNICATION ANNEX A: SIMPLIFIED PROCEDURE FOR EVALUATION OF LIUEF ACTION POTENTIAL 25 REFERENCES PART 2 : Explanatory Examples for Seismic Design of Earth Dams and Embankments
624.1762 / IITK