Numerical and experimental evaluation of site effects at ridges characterized by complex geological setting
Author(s)
Language
English
Obiettivo Specifico
3T. Pericolosità sismica e contributo alla definizione del rischio
Status
Published
JCR Journal
JCR Journal
Peer review journal
Yes
Issue/vol(year)
10/13 (2015)
ISSN
1570-761X
Electronic ISSN
1573-1456
Publisher
Springer Science+Business Media B.V.
Pages (printed)
2841–2865
Date Issued
2015
Abstract
The paper presents the results of site effects investigation at two villages,
Castelvecchio Subequo and Castel di Ieri (Central Italy), located about 2 km from each
other, on top of carbonate ridges characterized by complex geological/structural characteristics.
Both villages suffered of an anomalous high damage degree determined by the
Mw = 6.1, 2009 L’Aquila earthquake, highlighting the occurrence of significant ground
motion amplification phenomena. Studying seismic response at rock sites characterized by
complex geological setting is a challenging issue, as different factors can alter the expected
ground motion. The difficulties arise from both the reconstruction of a suitable and thorough
geological/geotechnical subsoil model and limitations of geophysical and numerical
methods in such contexts. In order to overcome these difficulties, we here proposed an
approach which integrates numerical modelling, based on the definition of a subsoil setting
built from an accurate geological field analysis, with active and passive geophysical
techniques. In particular, the calibration of numerical models based on transfer functions
computed from Standard Spectral Ratio applied to noise recordings provided encouraging
results.
Castelvecchio Subequo and Castel di Ieri (Central Italy), located about 2 km from each
other, on top of carbonate ridges characterized by complex geological/structural characteristics.
Both villages suffered of an anomalous high damage degree determined by the
Mw = 6.1, 2009 L’Aquila earthquake, highlighting the occurrence of significant ground
motion amplification phenomena. Studying seismic response at rock sites characterized by
complex geological setting is a challenging issue, as different factors can alter the expected
ground motion. The difficulties arise from both the reconstruction of a suitable and thorough
geological/geotechnical subsoil model and limitations of geophysical and numerical
methods in such contexts. In order to overcome these difficulties, we here proposed an
approach which integrates numerical modelling, based on the definition of a subsoil setting
built from an accurate geological field analysis, with active and passive geophysical
techniques. In particular, the calibration of numerical models based on transfer functions
computed from Standard Spectral Ratio applied to noise recordings provided encouraging
results.
Sponsors
The study was financially supported by a research agreement between
CNR-IGAG (Director dr. Paolo Messina) and the municipality of Castelvecchio Subequo and Castel di Ieri,
as part of the studies carried out for reconstruction planning after the 2009 earthquake.
CNR-IGAG (Director dr. Paolo Messina) and the municipality of Castelvecchio Subequo and Castel di Ieri,
as part of the studies carried out for reconstruction planning after the 2009 earthquake.
References
Bard PY (1999) Local effects on strong ground motion: physical basis and estimation methods in view of
microzoning studies. In: Proceedings of advanced study course in seismotectonic and microzonation
techniques in earthquake engineering, Kefalonia, Greece
Bard PY, Riepl-Thomas J (2000) Wave propagation in complex geological structures and their effects on
strong ground motion. In: Kausel E, Manolis GD (eds) Wave motion in earthquake engineering, Chap
2. WIT Press, Southampton, pp 37–95
Burja´nek J, Moore JR, Yugsi-Molina FX, Fah D (2012) Instrumental evidence of normal mode rock slope
vibration. Geophys J Int 188:559–569
Burja´nek J, Edwards B, Fa¨h D (2014) Empirical evidence of local seismic effects at sites with pronounced
topography: a systematic approach. Geophys J Int 197(1):608–619
Castellaro S, Mulargia F (2010) How far from a building does the ground-motion free-field start? The cases
of three famous towers and a modern building. Bull Seismol Soc Am 100:2080–2094
Cha´vez-Garcı´a FJ, Sanchez LR, Hatzfeld D (1996) Topographic site effects and HVSR. A comparison
between observations and theory. Bull Seismol Soc Am 86:1559–1573
Cosentino D, Cipollari P, Marsili P, Scrocca D (2010) Journal of the Virtual Explorer, Electronic Edition,
ISSN 1441-8142, vol 36, paper 11 In: Beltrando M, Peccerillo A, Mattei M, Conticelli S, Doglioni C
(eds) The geology of Italy
Costanzo A, D’Onofrio A, Lanzo G, Pagliaroli A, Penna A, Puglia R, Santucci De Magistris F, Sica S,
Silvestri F, Tommasi P (2007) Seismic response of historical centers in Italy: selected case studies. In:
4th international conference on earthquake engineering (ICEGE), workshop #2, Thessaloniki, CDROM,
paper # W2-1007
Falcucci E (2010) Evoluzione geomorfologica e geologica del Quaternario della conca Subequana e della
Media Valle dell’Aterno, Appennino Abruzzese. Tesi di Dottorato in Scienze della Terra in corso,
XXIII Ciclo, Universita` degli Studi La Sapienza di Roma
Falcucci E, Gori S, Moro M, Pisani AR, Melini D, Galadini F, Fredi P (2011) The 2009 L’Aquila earthquake
(Italy): What next in the region? Hints from stress diffusion analysis and normal fault activity. Earth
Planet Sci Lett 305:350–358
Ghisetti F, Vezzani L (1997) Interfering paths of deformation and development of arcs in the fold-and-thrust
belt of the central Apennines (Italy). Tectonics 16(3):523–536
Glinsky N, Bertrand E (2011) Numerical study of topographical site effects by a discontinuous finite
element method. In: Proceedings of the 4th IASPEI/IAEE international symposium: effects of surface
geology on seismic motion, In CD, University of California Santa Barbara, CA
Hailemikael S, Lenti L, Martino S, Paciello A, Rossi D, Scarascia Mugnozza G (2011) The role of subsoil
heterogeneity in the seismic response of bedrock constituted relief: two case studies in central Italy. In:
Proceeding of ‘‘effects of surface geology on seismic motion’’, 23–26 Aug 2011, University of
California Santa Barbara
Bull Earthquake Eng
123
Hatzor YH, Zaslavsky Y, Arzi AA, Shapira A (2004) Dynamic stability analysis of jointed rock slopes using
the DDA method: King Herod’s Palace, Masada, Israel. Int J Rock Mech Min Sci 41:813–832
Hudson M, Idriss IM, Beikae M (1994). QUAD4M: a computer program to evaluate the seismic response of
soil structures using finite element procedures and incorporating a compliant base. Department of Civil
and Environmental Engineering, University of California Davis, Davis California
Konno K, Ohmachi T (1998) Ground-motion characteristics estimated from spectral ratio between
horizontal and vertical components of microtremor. Bull Seismol Soc Am 88:228–241
Kuhlemeyer RL, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil
Mech Found Div ASCE 99(SM5):421–427
LeBrun B, Hatzfeld D, Bard PY, Bouchon M (1999) Experimental study of the ground motion on a large
scale topographic hill at Kitherion (Greece). J Seismol 3:1–15
Lermo J, Cha´vez-Garcı´a FJ (1993) Site effect evaluation using spectral ratios with only one station. Bull
Seismol Soc Am 83:1574–1592
Lovati S, Bakavoli MKH, Massa M, Ferretti G, Pacor F, Paolucci R, Haghshenas E, Kamalian M (2011)
Estimation of topographical effects at Narni ridge (Central Italy): comparisons between experimental
results and numerical modeling. Bull Earthq Eng 9:1987–2005
Martino S, Minutolo A, Paciello A, Rovelli A, Scarascia Mugnozza G, Verrubbi V (2006) Evidence of
amplification effects in fault zone related to mass jointing. Nat Hazards 39:419–449
Marzorati S, Ladina C, Falcucci E, Gori S, Ameri G, Galadini F (2011) Site effects ‘‘on the rock’’: the case
of Castelvecchio Subequo (L’Aquila, Central Italy). Bull Earth Eng 9(3):841–868
Massa M, Barani S, Lovati S (2014) Overview of topographic effects based on experimental observations:
meaning, causes and possible interpretations. Geophys J Int. doi:10.1093/gji/ggt341
Miccadei E, Barberi R, De Caterini G (1997) Nuovi dati geologici sui depositi quaternari della conca
subequana (Appennino abruzzese). Il Quat 10:485–488 (in italian)
Miccadei E, Barberi R, Cavinato GP (1998) La geologia quaternaria della conca di Sulmona (Abruzzo, Italia
centrale). Geol Rom 34:59–86 (in italian)
Michel C, Zapico B, Lestuzzi P, Molina FJ, Weber F (2011) Quantification of fundamental frequency drop
for unreinforced masonry buildings from dynamic tests. Earthq Eng Struct Dyn 40:1283–1296
Pagliaroli A, Pitilakis K, Cha´vez-Garcı´a FJ, Raptakis D, Apostolidis P, Ktenidou OJ, Manakou M, Lanzo G
(2007) Experimental study of topographic effects using explosions and microtremors recordings. In:
Proceedings of the 4th international conference on earthquake engineering (ICEGE), Thessaloniki,
Greece, paper #1573
Pagliaroli A, Lanzo G, D’Elia B (2011) Numerical evaluation of topographic effects at the Nicastro ridge in
Southern Italy. J Earthq Eng 15(3):404–432
Pagliaroli A, Quadrio B, Lanzo G, Sano` T (2014) Numerical modelling of site effects in the Palatine hill,
Roman Forum and Coliseum archaeological area. Bull Earthq Eng 12:1383–1403. doi:10.1007/s10518-
013-9436-5
Paolucci R (2002) Amplification of earthquake ground motion by steep topographic irregularities. Earthq
Eng Struct Dyn 31:1831–1853
Paolucci R, Faccioli E, Maggio F (1999) 3D response analysis of an instrumented hill at Matsuzaki, Japan,
by a spectral method. J Seismol 3:191–209
Rovelli A, Caserta A, Marra F, Ruggiero V (2002) Can seismic waves be trapped inside an inactive fault
zone? The case study of Nocera Umbra, central Italy. Bull Seism Soc Am 92:2217–2232
Sano` T (1996) BESOIL un programma per il calcolo della propagazione delle onde sismiche. Servizio
Sismico Nazionale (in Italian)
Semblat JF, Kham M, Parara E, Bard PY, Pitilakis K, Makra K, Raptakis D (2005) Seismic wave amplification:
basin geometry vs soil layering. Soil Dyn Earthq Eng 25:529–538
SESAME (2004) Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations
measurements, processing and interpretations. In: SESAME European research project EVG1-
CT-2000-00026, deliverable D23.12. http://sesame-fp5.obs.ujfgrenoble.fr
Valoroso L, Chiaraluce L, Piccinini D, Di Stefano R, Schaff D, Waldhauser F (2013) Radiography of a
normal fault system by 64,000 high-precision earthquake locations: the 2009L’Aquila (central Italy)
case study. J Geophys Res 118:1–21
microzoning studies. In: Proceedings of advanced study course in seismotectonic and microzonation
techniques in earthquake engineering, Kefalonia, Greece
Bard PY, Riepl-Thomas J (2000) Wave propagation in complex geological structures and their effects on
strong ground motion. In: Kausel E, Manolis GD (eds) Wave motion in earthquake engineering, Chap
2. WIT Press, Southampton, pp 37–95
Burja´nek J, Moore JR, Yugsi-Molina FX, Fah D (2012) Instrumental evidence of normal mode rock slope
vibration. Geophys J Int 188:559–569
Burja´nek J, Edwards B, Fa¨h D (2014) Empirical evidence of local seismic effects at sites with pronounced
topography: a systematic approach. Geophys J Int 197(1):608–619
Castellaro S, Mulargia F (2010) How far from a building does the ground-motion free-field start? The cases
of three famous towers and a modern building. Bull Seismol Soc Am 100:2080–2094
Cha´vez-Garcı´a FJ, Sanchez LR, Hatzfeld D (1996) Topographic site effects and HVSR. A comparison
between observations and theory. Bull Seismol Soc Am 86:1559–1573
Cosentino D, Cipollari P, Marsili P, Scrocca D (2010) Journal of the Virtual Explorer, Electronic Edition,
ISSN 1441-8142, vol 36, paper 11 In: Beltrando M, Peccerillo A, Mattei M, Conticelli S, Doglioni C
(eds) The geology of Italy
Costanzo A, D’Onofrio A, Lanzo G, Pagliaroli A, Penna A, Puglia R, Santucci De Magistris F, Sica S,
Silvestri F, Tommasi P (2007) Seismic response of historical centers in Italy: selected case studies. In:
4th international conference on earthquake engineering (ICEGE), workshop #2, Thessaloniki, CDROM,
paper # W2-1007
Falcucci E (2010) Evoluzione geomorfologica e geologica del Quaternario della conca Subequana e della
Media Valle dell’Aterno, Appennino Abruzzese. Tesi di Dottorato in Scienze della Terra in corso,
XXIII Ciclo, Universita` degli Studi La Sapienza di Roma
Falcucci E, Gori S, Moro M, Pisani AR, Melini D, Galadini F, Fredi P (2011) The 2009 L’Aquila earthquake
(Italy): What next in the region? Hints from stress diffusion analysis and normal fault activity. Earth
Planet Sci Lett 305:350–358
Ghisetti F, Vezzani L (1997) Interfering paths of deformation and development of arcs in the fold-and-thrust
belt of the central Apennines (Italy). Tectonics 16(3):523–536
Glinsky N, Bertrand E (2011) Numerical study of topographical site effects by a discontinuous finite
element method. In: Proceedings of the 4th IASPEI/IAEE international symposium: effects of surface
geology on seismic motion, In CD, University of California Santa Barbara, CA
Hailemikael S, Lenti L, Martino S, Paciello A, Rossi D, Scarascia Mugnozza G (2011) The role of subsoil
heterogeneity in the seismic response of bedrock constituted relief: two case studies in central Italy. In:
Proceeding of ‘‘effects of surface geology on seismic motion’’, 23–26 Aug 2011, University of
California Santa Barbara
Bull Earthquake Eng
123
Hatzor YH, Zaslavsky Y, Arzi AA, Shapira A (2004) Dynamic stability analysis of jointed rock slopes using
the DDA method: King Herod’s Palace, Masada, Israel. Int J Rock Mech Min Sci 41:813–832
Hudson M, Idriss IM, Beikae M (1994). QUAD4M: a computer program to evaluate the seismic response of
soil structures using finite element procedures and incorporating a compliant base. Department of Civil
and Environmental Engineering, University of California Davis, Davis California
Konno K, Ohmachi T (1998) Ground-motion characteristics estimated from spectral ratio between
horizontal and vertical components of microtremor. Bull Seismol Soc Am 88:228–241
Kuhlemeyer RL, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil
Mech Found Div ASCE 99(SM5):421–427
LeBrun B, Hatzfeld D, Bard PY, Bouchon M (1999) Experimental study of the ground motion on a large
scale topographic hill at Kitherion (Greece). J Seismol 3:1–15
Lermo J, Cha´vez-Garcı´a FJ (1993) Site effect evaluation using spectral ratios with only one station. Bull
Seismol Soc Am 83:1574–1592
Lovati S, Bakavoli MKH, Massa M, Ferretti G, Pacor F, Paolucci R, Haghshenas E, Kamalian M (2011)
Estimation of topographical effects at Narni ridge (Central Italy): comparisons between experimental
results and numerical modeling. Bull Earthq Eng 9:1987–2005
Martino S, Minutolo A, Paciello A, Rovelli A, Scarascia Mugnozza G, Verrubbi V (2006) Evidence of
amplification effects in fault zone related to mass jointing. Nat Hazards 39:419–449
Marzorati S, Ladina C, Falcucci E, Gori S, Ameri G, Galadini F (2011) Site effects ‘‘on the rock’’: the case
of Castelvecchio Subequo (L’Aquila, Central Italy). Bull Earth Eng 9(3):841–868
Massa M, Barani S, Lovati S (2014) Overview of topographic effects based on experimental observations:
meaning, causes and possible interpretations. Geophys J Int. doi:10.1093/gji/ggt341
Miccadei E, Barberi R, De Caterini G (1997) Nuovi dati geologici sui depositi quaternari della conca
subequana (Appennino abruzzese). Il Quat 10:485–488 (in italian)
Miccadei E, Barberi R, Cavinato GP (1998) La geologia quaternaria della conca di Sulmona (Abruzzo, Italia
centrale). Geol Rom 34:59–86 (in italian)
Michel C, Zapico B, Lestuzzi P, Molina FJ, Weber F (2011) Quantification of fundamental frequency drop
for unreinforced masonry buildings from dynamic tests. Earthq Eng Struct Dyn 40:1283–1296
Pagliaroli A, Pitilakis K, Cha´vez-Garcı´a FJ, Raptakis D, Apostolidis P, Ktenidou OJ, Manakou M, Lanzo G
(2007) Experimental study of topographic effects using explosions and microtremors recordings. In:
Proceedings of the 4th international conference on earthquake engineering (ICEGE), Thessaloniki,
Greece, paper #1573
Pagliaroli A, Lanzo G, D’Elia B (2011) Numerical evaluation of topographic effects at the Nicastro ridge in
Southern Italy. J Earthq Eng 15(3):404–432
Pagliaroli A, Quadrio B, Lanzo G, Sano` T (2014) Numerical modelling of site effects in the Palatine hill,
Roman Forum and Coliseum archaeological area. Bull Earthq Eng 12:1383–1403. doi:10.1007/s10518-
013-9436-5
Paolucci R (2002) Amplification of earthquake ground motion by steep topographic irregularities. Earthq
Eng Struct Dyn 31:1831–1853
Paolucci R, Faccioli E, Maggio F (1999) 3D response analysis of an instrumented hill at Matsuzaki, Japan,
by a spectral method. J Seismol 3:191–209
Rovelli A, Caserta A, Marra F, Ruggiero V (2002) Can seismic waves be trapped inside an inactive fault
zone? The case study of Nocera Umbra, central Italy. Bull Seism Soc Am 92:2217–2232
Sano` T (1996) BESOIL un programma per il calcolo della propagazione delle onde sismiche. Servizio
Sismico Nazionale (in Italian)
Semblat JF, Kham M, Parara E, Bard PY, Pitilakis K, Makra K, Raptakis D (2005) Seismic wave amplification:
basin geometry vs soil layering. Soil Dyn Earthq Eng 25:529–538
SESAME (2004) Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations
measurements, processing and interpretations. In: SESAME European research project EVG1-
CT-2000-00026, deliverable D23.12. http://sesame-fp5.obs.ujfgrenoble.fr
Valoroso L, Chiaraluce L, Piccinini D, Di Stefano R, Schaff D, Waldhauser F (2013) Radiography of a
normal fault system by 64,000 high-precision earthquake locations: the 2009L’Aquila (central Italy)
case study. J Geophys Res 118:1–21
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