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EESC

EESC. Influence of Local Soil Conditions on Ground Response and Damage Pattern Due to Earthquake. By Dr. Abdul Samad Khan. EESC. The Mechanism for Earthquake, January 26, 2001. Fig.1: Region in a state of compression from India/ Asian collisional stresses.

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EESC

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

  2. EESC The Mechanism for Earthquake, January 26, 2001

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

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

  5. Fig. 2: Shear distortion of earth crust

  6. EESC Liquefaction and Ground Deformation

  7. 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).

  8. Image Before Earthquake Image After Earthquake Landsat TM image of January 26, 2001 Earthquake (source: USGS).

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

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

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

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

  13. 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).

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

  15. EESC Effects of Local Geology and Soil Conditions on Ground Response

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

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

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

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

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

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

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