Geotechnical Parameters for Seismic Hazard Microzonation

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Chelungpu thrust fault,Chi–Chi, Taiwan 1999 earthquake—Shih-KangDam. The fault rupture passed through the northern part of the dam with an upthrust of about 8 m, destroying spillways and gates. Due to its length of 700 m, the dam behaved as a flexible structure, practically following the imposed de<strong>for</strong>mation damage
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 and 16: Normal fault east of Gölcük, Koca
Page 17 and 18: Fault trace passing through the bui
Page 20 and 21: 4-storey building on continuous and
Page 22 and 23: Chelungpu thrust fault, Chi-Chi, Ta
Page 26: Reverse fault rupture interaction w
Page 29 and 30: It was found out that, • Rigid an
Page 31 and 32: Physical Modelling: • Physical mo
Page 33 and 34: Schematic of split box having strip
Page 35 and 36: University of Dundee beam centrifug
Page 38: Vaseline sausage Density cups Rubbe
Page 43 and 44: Principles of PIV analysis Geo-PIV
Page 45 and 46: 1gTest02_001 (Throw=0.00mm, d slip
Page 63: 1gTest02_019 (Throw=23.8mm, W=190 d
Page 69: Normalised vertical soil displaceme
Page 72: Strip Footing Tests A series of str
Page 75 and 76:
Digital images captured during test
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Fault throw h, m 5.0 4.5 4.0 3.5 3.
Page 83 and 84:
Rotation, degrees θ θB/h -22 -19
Page 85 and 86:
Vertical displacement, v/h Vertical
Page 87 and 88:
Vertical displacement v, m dv/du -3
Page 89 and 90:
Strip Footing Tests Results: • Th
Page 91 and 92:
Future work: This study suggested f
Page 93:
Thank You
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Geotechnical Parameters for Seismic Hazard Microzonation

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