nach oben

Bulletin of Engineering Geology and the Environment

Erschienen in:

01.01.2024 | Original Paper

The influence of pulse-like ground motion caused by the directivity effect on landslide triggering

verfasst von: Zhiyuan Li, Guangqi Chen, Zishuang Han, Hemanta Hazarika, Mingyao Xia, Chaofan Feng

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 1/2024

Einloggen

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

search-config

KI-gestützte Suche

Aus

Abstract  

Der Artikel untersucht die Auswirkungen pulsähnlicher Bodenbewegungen (PLGM), die durch den Direktivitätseffekt auf die Auslösung von Erdrutschen verursacht werden, und konzentriert sich dabei insbesondere auf das Erdbeben mit einer Stärke von 7,1 in Kumamoto 2016 in Japan. Darin wird diskutiert, wie PLGM, gekennzeichnet durch signifikante Geschwindigkeitsimpulse, zum Auftreten und zur Verteilung von Erdrutschen beiträgt. Die Studie unterstreicht die Bedeutung von PLGM in Gebieten mit Beinahe-Verwerfungen und die Grenzen der alleinigen Nutzung von Peak Ground Acceleration (PGA) zur Erdrutschvorhersage. Die Autoren verwenden diskontinuierliche Deformationsanalysen (DDA) und die Finite-Differenz-Methode (FDM), um Hangreaktionen bzw. Bodenbewegungen zu simulieren. Die Simulationen bestätigen die entscheidende Rolle von PLGM bei der Auslösung von Erdrutschen und zeigen, dass Gebiete mit signifikanter PLGM mit weit verbreiteten Erdrutschen korrespondieren. Die Studie schließt mit einem Ansatz zur Analyse der Hangstabilität unter Berücksichtigung von PLGM, mit möglichen Anwendungen für die Erdrutschvorhersage in Gebieten mit Beinahe-Verwerfungen.

KI-Generiert

Diese Zusammenfassung des Fachinhalts wurde mit Hilfe von KI generiert.

Abstract  

Earthquake-induced landslides threaten human lives, infrastructure, and the environment. In 2016, the M_w 7.1 Kumamoto earthquake caused widespread landslides. These landslides are mostly concentrated in the Aso area, which is in the forward direction of the fault rupture. Meanwhile, some pulse-like ground motion (PLGM) was identified in this area. To elucidate the reason for these landslides in the M_w 7.1 event, we propose two assumptions: (1) The velocity pulse of PLGM is the critical factor in triggering landslides. (2) In the forward direction of fault rupture, the area with significant PLGM caused by the directivity effect corresponds with the widespread landslides area. In this study, first, the velocity pulse of the identified PLGM is extracted and analyzed. Then, to validate the first assumption, the slope failure under different ground motions is analyzed by the discontinuous deformation analysis (DDA). Additionally, to validate the second assumption, the ground motions induced by the M_w 7.1 are simulated by the finite difference method (FDM). Moreover, the association between the distribution of ground motion parameters and widespread landslides is analyzed. As a result, this study indicates that the velocity pulse with larger energy contributes significantly to landslides. Moreover, this study also validates the distinctive directivity effect in the M_w 7.1 event, which induces numerous PLGM and further increases the probability of landslides. Furthermore, the simulated ground motion parameters are more significant in the widespread landslides area. These results greatly support the two assumptions. This study provides an approach for slope stability analysis considering PLGM caused by the directivity effect. It is anticipated that the study can be greatly beneficial to potential landslide prediction in near-fault areas.

Vorheriger Artikel Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles

Nächster Artikel Analysis of the interfacial landslide mechanism based on asperity theory: a case study of Baotou Aviation Industrial Park, Inner Mongolia

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

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!

Jetzt informieren

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!

Jetzt informieren

Antwi Buah P, Zhang Y, He J, Yu P, Xiang C, Fu H, He Y, Liu J (2023) Evaluating the dynamic response and failure process of a rock slope under pulse-like ground motions. Geomat Nat Hazards Risk 14:2167613CrossRef

Aoi S, Fujiwara H (1999) 3D finite-difference method using discontinuous grids. Bull Seismol Soc Am 89:918–930CrossRef

Aoi S, Honda R, Morikawa N, Sekiguchi H, Suzuki H, Hayakawa Y, Kunugi T, Fujiwara H (2008) Three-dimensional finite difference simulation of long-period ground motions for the 2003 Tokachi-oki, Japan, earthquake. J Geophys Res Solid Earth 113(B7)

Arias A (1970) A measure of earthquake intensity. Seism Des Nucl Power Plants 438–483

Asano K, Iwata T (2016) Source rupture processes of the foreshock and mainshock in the 2016 Kumamoto earthquake sequence estimated from the kinematic waveform inversion of strong motion data. Earth Planets Space 68:147CrossRef

Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bull Seismol Soc Am 97:1486–1501CrossRef

Bertero VV, Mahin SA, Herrera RA (1978) A seismic design implications of near-fault San Fernando earthquake records. Earthq Eng Struct Dyn 6:31–42CrossRef

Bray JD, Rodriguez-Marek A (2004) Characterization of forward-directivity ground motions in the near-fault region. Soil Dyn Earthq Eng 24:815–828CrossRef

Cerjan C, Kosloff D, Kosloff R, Reshef M (1985) A nonreflecting boundary condition for discrete acoustic and elastic wave equations. Geophysics 50:705–708CrossRef

Chang Z, Sun X, Zhai C, Zhao JX, Xie L (2016) An improved energy-based approach for selecting pulse-like ground motions. Earthq Eng Struct Dyn 45:2405–2411CrossRef

Chen G, Xia M, Thuy DT, Zhang Y (2021) A possible mechanism of earthquake-induced landslides focusing on pulse-like ground motions. Landslides 18:1641–1657CrossRef

Dadfar B, El Naggar MH, Nastev M (2018) Vulnerability of buried energy pipelines subject to earthquake-triggered transverse landslides in permafrost thawing slopes. J Pipeline Syst Eng Pract 9:04018015CrossRef

Dang K, Sassa K, Fukuoka H, Sakai N, Sato Y, Takara K, Quang LH, Loi DH, Van Tien P, Ha ND (2016) Mechanism of two rapid and long-runout landslides in the 16 April 2016 Kumamoto earthquake using a ring-shear apparatus and computer simulation (LS-RAPID). Landslides 13:1525–1534CrossRef

Dang P, Cui J, Liu Q (2022) Parameter estimation for predicting near-fault strong ground motion and its application to Lushan earthquake in China. Soil Dyn Earthq Eng 156:107223CrossRef

Gorum T, Fan X, van Westen CJ, Huang RQ, Xu Q, Tang C, Wang G (2011) Distribution pattern of earthquake-induced landslides triggered by the 12 May 2008 Wenchuan earthquake. Geomorphology 133:152–167CrossRef

Graves RW (1996) Simulating seismic wave propagation in 3D elastic media using staggered-grid finite differences. Bull Seismol Soc Am 86:1091–1106CrossRef

Havenith H-B, Torgoev A, Braun A, Schlögel R, Micu M (2016) A new classification of earthquake-induced landslide event sizes based on seismotectonic, topographic, climatic and geologic factors. Geoenviron Disasters 3:6CrossRef

Hung C, Lin G-W, Syu H-S, Chen C-W, Yen H-Y (2018) Analysis of the Aso-Bridge landslide during the 2016 Kumamoto earthquakes in Japan. Bull Eng Geol Environ 77:1439–1449CrossRef

Hung C, Liu C-H, Lin G-W, Leshchinsky B (2019) The Aso-Bridge coseismic landslide: a numerical investigation of failure and runout behavior using finite and discrete element methods. Bull Eng Geol Environ 78:2459–2472CrossRef

Jampole E, Miranda E, Deierlein G (2018) Effective incremental ground velocity for estimating the peak sliding displacement of rigid structures to pulse-like earthquake ground motions. J Eng Mech 144:04018113CrossRef

Kayabali K, Beyaz T (2011) Strong motion attenuation relationship for Turkey—a different perspective. Bull Eng Geol Environ 70:467–481CrossRef

Kubo H, Suzuki W, Aoi S, Sekiguchi H (2016) Source rupture processes of the 2016 Kumamoto, Japan, earthquakes estimated from strong-motion waveforms. Earth Planets Space 68:161CrossRef

Lagerlöf RO (1974) Interpolation with rounded ramp functions. Commun ACM 17:476–479CrossRef

Lashgari A, Jafarian Y, Haddad A (2021) Predictive model for seismic sliding displacement of slopes subjected to pulse-like motions. Bull Eng Geol Environ 80:6563–6582CrossRef

Liu J, Zhang Y, Wei J, Xiang C, Wang Q, Xu P, Fu H (2021) Hazard assessment of earthquake-induced landslides by using permanent displacement model considering near-fault pulse-like ground motions. Bull Eng Geol Environ 80:8503–8518CrossRef

Liu J, Fu H, Zhang Y, Xu P, Hao R, Yu H, He Y, Deng H, Zheng L (2023a) Effects of the probability of pulse-like ground motions on landslide susceptibility assessment in near-fault areas. J Mt Sci 20:31–48CrossRef

Liu J, Zhang Y, Xu P, Zeng Y, Xiang C, Fu H, Yu H, He Y (2023b) Predictive displacement models considering the probability of pulse-like ground motions for earthquake-induced landslides hazard assessment. J Earthq Eng 0:1–25CrossRef

Massey C, Townsend D, Rathje E, Allstadt KE, Lukovic B, Kaneko Y, Bradley B, Wartman J, Jibson RW, Petley DN, Horspool N, Hamling I, Carey J, Cox S, Davidson J, Dellow S, Godt JW, Holden C, Jones K, Kaiser A, Little M, Lyndsell B, McColl S, Morgenstern R, Rengers FK, Rhoades D, Rosser B, Strong D, Singeisen C, Villeneuve M (2018) Landslides triggered by the 14 November 2016 Mw 7.8 Kaikōura earthquake. New Zealand Bull Seismol Soc Am 108:1630–1648CrossRef

Masuda N, Watanabe K, Miyabuchi Y (2004) Rhyolite to dacite lava flows newly-discovered on the western Slope of Aso central cones, Southwestern Japan. Bull Volcanol Soc Jpn 49:119–128

Meunier P, Hovius N, Haines AJ (2007) Regional patterns of earthquake-triggered landslides and their relation to ground motion. Geophys Res Lett 34(20)

Moore JDP, Yu H, Tang C-H, Wang T, Barbot S, Peng D, Masuti S, Dauwels J, Hsu Y-J, Lambert V, Nanjundiah P, Wei S, Lindsey E, Feng L, Shibazaki B (2017) Imaging the distribution of transient viscosity after the 2016 M_w 7.1 Kumamoto earthquake. Science 356:163–167CrossRef

Morikawa DS, Asai M (2022) A phase-change approach to landslide simulations: Coupling finite strain elastoplastic TLSPH with non-Newtonian IISPH. Comput Geotech 148:104815CrossRef

Mukunoki T, Kasama K, Murakami S, Ikemi H, Ishikura R, Fujikawa T, Yasufuku N, Kitazono Y (2016) Reconnaissance report on geotechnical damage caused by an earthquake with JMA seismic intensity 7 twice in 28 h, Kumamoto, Japan. Soils Found 56:947–964CrossRef

Newmark NM (1965) Effects of earthquakes on dams and embankments. Géotechnique 15:139–160CrossRef

Nozu A, Nagasaka Y (2017) Rupture process of the main shock of the 2016 Kumamoto earthquake with special reference to damaging ground motions: waveform inversion with empirical Green’s functions. Earth Planets Space 69:22CrossRef

Papathanassiou G, Valkaniotis S, Ganas A (2021) Spatial patterns, controlling factors, and characteristics of landslides triggered by strike-slip faulting earthquakes: case study of Lefkada island. Greece Bull Eng Geol Environ 80:3747–3765CrossRef

Petukhin A, Kawase H, Nagashima F, Ito E (2023) Characterized source model of the M7.3 2016 Kumamoto earthquake by the 3D reciprocity GFs inversion with special reference to the velocity pulse at KMMH16. Earth Planets Space 75:16CrossRef

Pitarka A, Irikura K, Iwata T, Sekiguchi H (1998) Three-dimensional simulation of the near-fault ground motion for the 1995 Hyogo-Ken Nanbu (Kobe), Japan, earthquake. Bull Seismol Soc Am 88:428–440CrossRef

Quaranta G, Angelucci G, Mollaioli F (2022) Near-fault earthquakes with pulse-like horizontal and vertical seismic ground motion components: Analysis and effects on elastomeric bearings. Soil Dyn Earthq Eng 160:107361CrossRef

Salinas-Jasso JA, Montalvo-Arrieta JC, Velasco-Tapia F (2022) Spatial patterns of shallow landslides induced by the 19 September 2017 Puebla-Morelos earthquake. Mexico Bull Eng Geol Environ 82:15CrossRef

Shahi SK, Baker JW (2014) An efficient algorithm to identify strong-velocity pulses in multicomponent ground motions. Bull Seismol Soc Am 104:2456–2466CrossRef

Shi G, Goodman RE (1989) Generalization of two-dimensional discontinuous deformation analysis for forward modelling. Int J Numer Anal Methods Geomech 13:359–380CrossRef

Shinoda M, Miyata Y, Kurokawa U, Kondo K (2019) Regional landslide susceptibility following the 2016 Kumamoto earthquake using back-calculated geomaterial strength parameters. Landslides 16:1497–1516CrossRef

Somerville PG (2003) Magnitude scaling of the near fault rupture directivity pulse. Phys Earth Planet Inter 137:201–212CrossRef

Song K, Wang F, Dai Z, Iio A, Osaka O, Sakata S (2019) Geological characteristics of landslides triggered by the 2016 Kumamoto earthquake in Mt. Aso volcano, Japan. Bull Eng Geol Environ 78:167–176CrossRef

Spudich P, Rowshandel B, Shahi SK, Baker JW, Chiou BS-J (2014) Comparison of NGA-West2 directivity models. Earthq Spectra 30:1199–1221CrossRef

Takahashi Y (2016) Asahi Shimbun aerial photo. https://www.asahi.com/articles/ASJ4N3R27J4NULBJ00F.html. Accessed 20 Sep 2023

Tanaka M, Asano K, Iwata T, Kubo H (2014) Source rupture process of the 2011 Fukushima-ken Hamadori earthquake: how did the two subparallel faults rupture? Earth Planets Space 66:101CrossRef

Tatard L, Grasso JR (2013) Controls of earthquake faulting style on near field landslide triggering: The role of coseismic slip. J Geophys Res Solid Earth 118:2953–2964CrossRef

Uchide T, Horikawa H, Nakai M, Matsushita R, Shigematsu N, Ando R, Imanishi K (2016) The 2016 Kumamoto-Oita earthquake sequence: aftershock seismicity gap and dynamic triggering in volcanic areas. Earth Planets Space 68:180CrossRef

von Specht S, Ozturk U, Veh G, Cotton F, Korup O (2019) Effects of finite source rupture on landslide triggering: the 2016 M_w 7.1 Kumamoto earthquake. Solid Earth 10:463–486CrossRef

Wang X, Nie G, Wang D (2010) Relationships between ground motion parameters and landslides induced by Wenchuan earthquake. Earthq Sci 23:233–242CrossRef

Wu J-H (2010) Seismic landslide simulations in discontinuous deformation analysis. Comput Geotech 37:594–601CrossRef

Xiang C, Zhang Y, Huang D, Ueda K, Fu H, Liu J, Zhao L (2023) Predictive model for seismic displacements of flexible sliding block subjected to near-fault pulse-like ground motions. Eng Geol 320:107134CrossRef

Xu C, Ma S, Tan Z, Xie C, Toda S, Huang X (2018) Landslides triggered by the 2016 Mj 7.3 Kumamoto, Japan, earthquake. Landslides 15:551–564CrossRef

Yagi Y, Okuwaki R, Enescu B, Kasahara A, Miyakawa A, Otsubo M (2016) Rupture process of the 2016 Kumamoto earthquake in relation to the thermal structure around Aso volcano. Earth Planets Space 68:118CrossRef

Zhai C, Chang Z, Li S, Chen Z, Xie L (2013) Quantitative identification of near-fault pulse-like ground motions based on energy. Bull Seismol Soc Am 103:2591–2603CrossRef

Zhang L, Chen G, Wu Y, Jiang H (2016) Stochastic ground-motion simulations for the 2016 Kumamoto, Japan, earthquake. Earth Planets Space 68:184CrossRef

Zhang J, Chen S, Wang T, Wu F (2022a) Study on correlation between ground motion parameters and soil slope seismic response. Bull Eng Geol Environ 81:226CrossRef

Zhang Y, Liu J, Cheng Q, Xiao L, Zhao L, Xiang C, Buah PA, Yu H, He Y (2022b) A new permanent displacement model considering pulse-like ground motions and its application in landslide hazard assessment. Soil Dyn Earthq Eng 163:107556CrossRef

Zhang Y, Wang J, Xu Q, Chen G, Zhao, John, Zheng L, Han Z, Yu P (2015) DDA validation of the mobility of earthquake-induced landslides. Eng Geol 194:38–51

Zhao T, Zhao B (2021) A modified algorithm to identify the strongest velocity pulse in three orthogonal components of ground motions. Soil Dyn Earthq Eng 146:106749CrossRef

Titel: The influence of pulse-like ground motion caused by the directivity effect on landslide triggering
verfasst von: Zhiyuan Li
Guangqi Chen
Zishuang Han
Hemanta Hazarika
Mingyao Xia
Chaofan Feng
Publikationsdatum: 01.01.2024
Verlag: Springer Berlin Heidelberg
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 1/2024
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-023-03514-8

Analysis of the interfacial landslide mechanism based on asperity theory: a case study of Baotou Aviation Industrial Park, Inner Mongolia

Original Paper

Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing

Original Paper

Thermal and saline effects on the swelling deformation of montmorillonite: a molecular dynamics study

Original Paper

Salinity effects on the consistency limits and shear strength of cohesive soils of the Red River, Fargo, North Dakota

Original Paper

Investigation on the hydraulic response of a bioengineered landfill cover system subjected to extreme drying-wetting cycle

Original Paper

Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid

Original Paper

Springer Professional

Abstract&nbsp;&nbsp;

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

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

Springer Professional "Technik"

Springer Professional "Wirtschaft+Technik"

Analysis of the interfacial landslide mechanism based on asperity theory: a case study of Baotou Aviation Industrial Park, Inner Mongolia

Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing

Thermal and saline effects on the swelling deformation of montmorillonite: a molecular dynamics study

Salinity effects on the consistency limits and shear strength of cohesive soils of the Red River, Fargo, North Dakota

Investigation on the hydraulic response of a bioengineered landfill cover system subjected to extreme drying-wetting cycle

Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid

Abstract