Geotechnical Parameters for Seismic Hazard Microzonation

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Fault scrap right next to the building and measured vertical and horizontal displacement Schematic cross-section of the building and plan view of its box-type foundation
Fault trace passing through the building Schematic cross-section of the building and plan view of the foundation
Page 1 and 2: Interaction of Earthquake Fault Rup
Page 3 and 4: Background: • During earthquake d
Page 5 and 6: Potential faulting zone above norma
Page 7 and 8: Regional tectonic map of the wester
Page 9 and 10: Balakot Hill before the earthquake.
Page 11 and 12: Originally planar ridge lifted from
Page 13 and 14: Surface fault ruptures of the Turke
Page 15: Normal fault east of Gölcük, Koca
Page 20 and 21: 4-storey building on continuous and
Page 22 and 23: Chelungpu thrust fault, Chi-Chi, Ta
Page 24: Chelungpu thrust fault,Chi-Chi, Tai
Page 28 and 29: Findings of the case studies: Case
Page 30 and 31: Aim: • to improve understanding o
Page 32 and 33: Geometry of the problem
Page 34 and 35: Test setup (Front elevation) ex.) I
Page 36: Principle of Geotechnical Centrifug
Page 42 and 43: Test Identifier g-level H prototype
Page 44 and 45: 1gTest02_001 (Throw=0.00mm, d slip
Page 66:
L1 L2
Page 71 and 72:
Free-Field Tests Results: • Progr
Page 74 and 75:
Rotation against fault position (fo
Page 76 and 77:
Digital images captured during test
Page 78 and 79:
Digital images captured during test
Page 80 and 81:
Observed main fault-foundation inte
Page 82 and 83:
Rotataion, degrees -25 -20 -15 -10
Page 84 and 85:
Normalised rotation, θB/h 1.5 1.3
Page 86 and 87:
Horizontal displacement, u/h Horizo
Page 88 and 89:
Rotation θ (degrees) Fault throw h
Page 90 and 91:
Recommendations: • Comprehensive
Page 92 and 93:
Future work: This study suggested f
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Geotechnical Parameters for Seismic Hazard Microzonation

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