Skip to main content
Erschienen in: Geotechnical and Geological Engineering 6/2011

01.11.2011 | Original paper

Equivalent-Linear Seismic Ground Response Analysis of Some Typical Sites in Mumbai

verfasst von: V. S. Phanikanth, Deepankar Choudhury, G. Rami Reddy

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 6/2011

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Any earthquake event is associated with a rupture mechanism at the source, propagation of seismic waves through underlying rock and finally these waves travel through the soil layers to the particular site of interest. The bedrock motion is significantly modified at the ground surface due to the presence of local soil layers above the bedrock beneath the site of interest. The estimation of the amplifications in ground response due to the local soil sites is a complex problem to the designers and the problem is more important for mega cities like Mumbai in India, where huge population may get affected due to devastations of earthquake. In the present study, the effect of local soil sites in modifying ground response is studied by performing one dimensional equivalent-linear ground response analysis for some of the typical Mumbai soil sites. Field borelog data of some typical sites in Mumbai city viz. Mangalwadi site, Walkeswar site, BJ Marg near Pandhari Chawl site are considered in this study. The ground responses are observed for range of input motions and the results are presented in terms of surface acceleration time history, ratio of shear stress to vertical effective stress versus time, acceleration response spectrum, Fourier amplitude ratio versus frequency etc. The typical amplifications of ground accelerations considering four strong ground motions with wide variation of low to high MHA, frequency contents and durations are obtained. Results show that MHA, bracketed duration, frequency content have significant effects on the amplification of seismic accelerations for typical 2001 Bhuj motion. The peak ground acceleration amplification factors are found to be about 2.50 for Mangalwadi site, 2.60 for Walkeswar site and 3.45 for BJ Marg site using 2001 Bhuj input motion. The response spectrum along various soil layers are obtained which will be useful for designers for earthquake resistant design of geotechnical structures in Mumbai for similar sites in the absence of site specific data.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Boominathan A, Dodagoudar R, Suganthi A, Uma Maheswari R (2007) Seismic hazard assessment considering local site effects for microzonation studies of Chennai city. In: Proceedings of the workshop on microzonation, IISc Bangalore, vol 1, pp 94–104 Boominathan A, Dodagoudar R, Suganthi A, Uma Maheswari R (2007) Seismic hazard assessment considering local site effects for microzonation studies of Chennai city. In: Proceedings of the workshop on microzonation, IISc Bangalore, vol 1, pp 94–104
Zurück zum Zitat Choudhury D, Savoikar P (2009) Equivalent-linear seismic analyses of MSW landfills using DEEPSOIL. Eng Geol 107(3–4):98–108CrossRef Choudhury D, Savoikar P (2009) Equivalent-linear seismic analyses of MSW landfills using DEEPSOIL. Eng Geol 107(3–4):98–108CrossRef
Zurück zum Zitat Choudhury D, Shukla J (2011) Probability of occurrence and study of earthquake recurrence models for Gujarat state in India. Disaster Adv 4(2):47–59 Choudhury D, Shukla J (2011) Probability of occurrence and study of earthquake recurrence models for Gujarat state in India. Disaster Adv 4(2):47–59
Zurück zum Zitat Choudhury D, Sitharam TG, Subba Rao KS (2004) Seismic design of earth retaining structures and foundations. Current Science 87(10):1417–1425 Choudhury D, Sitharam TG, Subba Rao KS (2004) Seismic design of earth retaining structures and foundations. Current Science 87(10):1417–1425
Zurück zum Zitat GovindaRaju L, Ramana GV, Hanumanta Rao C, Sitharam TG (2004) Site specific ground response analysis. Curr Sci 87(10):1354–1362 GovindaRaju L, Ramana GV, Hanumanta Rao C, Sitharam TG (2004) Site specific ground response analysis. Curr Sci 87(10):1354–1362
Zurück zum Zitat Hashash YMA, Groholski DR, Philips CA, Park D (2008) DEEPSOIL v3.5beta, User manual and tutorial. University of Illinois, UC Hashash YMA, Groholski DR, Philips CA, Park D (2008) DEEPSOIL v3.5beta, User manual and tutorial. University of Illinois, UC
Zurück zum Zitat Kokusho T (2004) Nonlinear site response and strain dependent soil properties. Current Science 87(10):1363–1369 Kokusho T (2004) Nonlinear site response and strain dependent soil properties. Current Science 87(10):1363–1369
Zurück zum Zitat Konder RL, Zelasko JS (1963) Hyperbolic stress strain formulation of sands. In: Second pan American conference on soil mechanics and foundation engineering, Sao-Polo Brazil, pp 289–324 Konder RL, Zelasko JS (1963) Hyperbolic stress strain formulation of sands. In: Second pan American conference on soil mechanics and foundation engineering, Sao-Polo Brazil, pp 289–324
Zurück zum Zitat Kramer SL (2005) Geotechnical earthquake engineering. In: Prentice Hall international series in civil engineering and engineering mechanic Kramer SL (2005) Geotechnical earthquake engineering. In: Prentice Hall international series in civil engineering and engineering mechanic
Zurück zum Zitat Metasovic N (1993) Seismic response of composite horizontally layered soil deposits, Ph.D. thesis, University of California, Los Angles, USA Metasovic N (1993) Seismic response of composite horizontally layered soil deposits, Ph.D. thesis, University of California, Los Angles, USA
Zurück zum Zitat Mhaske SY, Choudhury D (2010) GIS-based soil liquefaction susceptibility map of Mumbai city for earthquake events. Journal of Applied Geophysics 70(3):216–225CrossRef Mhaske SY, Choudhury D (2010) GIS-based soil liquefaction susceptibility map of Mumbai city for earthquake events. Journal of Applied Geophysics 70(3):216–225CrossRef
Zurück zum Zitat Mhaske SY, Choudhury D (2011) Geospatial contour mapping of shear wave velocity for Mumbai city. Nat Hazards 59(1):317–327 Mhaske SY, Choudhury D (2011) Geospatial contour mapping of shear wave velocity for Mumbai city. Nat Hazards 59(1):317–327
Zurück zum Zitat Mohanty WK, Walling MY, Nath SK, Pal I (2007) First order seismic microzonation of Delhi, India using geographic information system (GIS). Nat Hazards 40:245–260CrossRef Mohanty WK, Walling MY, Nath SK, Pal I (2007) First order seismic microzonation of Delhi, India using geographic information system (GIS). Nat Hazards 40:245–260CrossRef
Zurück zum Zitat Ohasaki Y, Iwasaki R (1973) On dynamic shear moduli and Poisson’s ratio’s of soil deposits. Soils Found 13(4):61–73CrossRef Ohasaki Y, Iwasaki R (1973) On dynamic shear moduli and Poisson’s ratio’s of soil deposits. Soils Found 13(4):61–73CrossRef
Zurück zum Zitat Raghukanth STG, Sreelatha S, Dash SK (2008) Ground motion estimation at Guwahati city for an M w 8.1 earthquake in the Shillong plateau. Tectonophysics 448(1–4):98–114CrossRef Raghukanth STG, Sreelatha S, Dash SK (2008) Ground motion estimation at Guwahati city for an M w 8.1 earthquake in the Shillong plateau. Tectonophysics 448(1–4):98–114CrossRef
Zurück zum Zitat Rajiv Ranjan (2005) Site response analysis of Dehradun city. M. S. Thesis submitted to the international institute for geo-information science and earth observation, India Rajiv Ranjan (2005) Site response analysis of Dehradun city. M. S. Thesis submitted to the international institute for geo-information science and earth observation, India
Zurück zum Zitat Rayhani MHT, El Naggar MH, Tabatabaei SH (2008) Nonlinear analysis of local site effects on seismic ground response in the bam earthquake. Geotech Geol Eng 26:91–100CrossRef Rayhani MHT, El Naggar MH, Tabatabaei SH (2008) Nonlinear analysis of local site effects on seismic ground response in the bam earthquake. Geotech Geol Eng 26:91–100CrossRef
Zurück zum Zitat Schnabel PB, Lysmer J, Seed HB (1972) SHAKE—a computer program for earthquake response analysis of horizontally layered sites, EERC report 72-12. Earthquake engineering research center, Berkeley Schnabel PB, Lysmer J, Seed HB (1972) SHAKE—a computer program for earthquake response analysis of horizontally layered sites, EERC report 72-12. Earthquake engineering research center, Berkeley
Zurück zum Zitat Shukla J, Choudhury D (2011a) Estimation of seismic ground motions using deterministic approach for major cities of Gujarat, Nat Hazards and Earth Syst Sci, (in press). doi: 10.5194/nhess-11-1-2011 Shukla J, Choudhury D (2011a) Estimation of seismic ground motions using deterministic approach for major cities of Gujarat, Nat Hazards and Earth Syst Sci, (in press). doi: 10.​5194/​nhess-11-1-2011
Zurück zum Zitat Shukla J, Choudhury D (2011b) Seismic hazard and site specific ground motion for typical ports of Gujarat, Nat Hazards, (tentatively accepted, under re-review process) Shukla J, Choudhury D (2011b) Seismic hazard and site specific ground motion for typical ports of Gujarat, Nat Hazards, (tentatively accepted, under re-review process)
Metadaten
Titel
Equivalent-Linear Seismic Ground Response Analysis of Some Typical Sites in Mumbai
verfasst von
V. S. Phanikanth
Deepankar Choudhury
G. Rami Reddy
Publikationsdatum
01.11.2011
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 6/2011
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-011-9443-8

Weitere Artikel der Ausgabe 6/2011

Geotechnical and Geological Engineering 6/2011 Zur Ausgabe