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Large Landslides Triggered by Caldera Collapse Events in Tenerife, Canary Islands by M. Hurlimann, E. Turon and J. Marti
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La Palma El Hierro Gomera Gran Canaria Fuerteventura Lanzarote Tenerife The Canarian Archipelago
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Pico de Tiende
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Geologic setting
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N
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Incorporated model data l subaerial and subsurface geology and hydrogeology l subaerial and submarine geophysics l remotely sensed data l results of field work » dike trends » vent locations » distribution of pyroclastic deposits
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Model Geometry 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh seismic shock magma chamber inflation caldera collapse
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Mohr-Coulomb failure criteria l Young’s modulus l Poisson’s ratio l density of lava/magma l cohesion l internal friction l pore water pressure l normal stress l maximum shear strength E = 7.5x10 3 MPa = 0.25 l = m = 2700 kg m -3 c = 0 kPa =35º P w max max = c+( -P w )tan
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Destabilizing volcanic forces
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Destabilizing volcanic mechanisms 1) chamber tumescence 2) caldera collapse 3) seismicity
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Numerical modeling
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Chamber tumescence 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh seismic shock magma chamber inflation caldera collapse P m = 5 MPa
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Caldera collapse 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh v = 3 MPa to 30 MPa seismic shock magma chamber inflation caldera collapse
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Seismicity 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh k h = 0.4 g seismic shock magma chamber inflation caldera collapse
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Results
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Distribution of shear stresses
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Potential yielding zone
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Influence of seismic acceleration
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Conclusions
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l High shear stresses from tumescence may evolve into the head scarp l Large driving forces following caldera collapse cause destabilization at zones of weakness ~ 100 to 300 m l Ground accelerations greater than 0.3 g may trigger a landslide All 3 processes occurring as one single mechanism would likely cause failure!
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