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EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

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Page 1: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

EESC

Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake

By

Dr. Abdul Samad Khan

Page 2: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

The Mechanism for Earthquake, January 26, 2001

EESC

Page 3: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig.1: Region in a state of compression from India/ Asian collisional stresses

Page 4: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig. 3: Seismicity of Kutch in last 200 years from 1668-1997 (after Malik et

al).

Page 5: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig. 2: Shear distortion of earth crust

Page 6: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Liquefaction and Ground Deformation

EESC

Page 7: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig. 4: Pore pressure and axial strain versus number of cycles during repeated triaxial loading of loose saturated sand. (a) Axial strain versus number of cycles. (b) Observed change in pore water pressure versus number of cycles. (from Seed and Lee).

Page 8: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Landsat TM image of January 26, 2001 Earthquake (source: USGS).

Image Before Earthquake Image After Earthquake

Page 9: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Plate 1: Badin- Kadhan road (5 km away from Kadhan): Craters in the earth are clearly visible (Pakistan).

Page 10: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Plate 2: Badin-Kadhan road (5km away from Kadhan): Sugar cane lands were devastated by large earth fissures (Pakistan).

Page 11: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Plate 3: Sand blow in mud flats used for salt production southwest of Kandla Port (India).

Page 12: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Plate 4: Sand blow and water-filled crater at Umedpur (India).

Page 13: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Plate 5: Badin-Kadhan road: 5 km away from Kadhan. Earth fissured and the black top road vanished under silt that erupted along with water from the ground (Pakistan).

Page 14: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Plate 6: Zone of ground fissures and cracks at village south of Manfara (India).

Page 15: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Effects of Local Geology and Soil Conditions on Ground Response

EESC

Page 16: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig. 5: Influence of Soil depth on maximum bas shear for 10-storied building (after Seed).

Page 17: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig. 6: Analysis of propagation of Love waves through shale-filled valley (after Lysmer and Drake).

Page 18: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig. 7: Predominant period for maximum rock acceleration (after Seed et al.)

Page 19: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig. 8: Variation of maximum acceleration with earthquake magnitude and distance from causative fault (after Seed et al).

Page 20: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Fig 9: Average Spectra for different site conditions (after Seed).

Page 21: EESC Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake By Dr. Abdul Samad Khan

Acceleration recorded at the basement of the passport building in Ahmedabad during the January 26, 2001 Bhuj earthquake (source: University of Roorkee Web Site).