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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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Presentation on theme: "Large Landslides Triggered by Caldera Collapse Events in Tenerife, Canary Islands by M. Hurlimann, E. Turon and J. Marti."— Presentation transcript:

1 Large Landslides Triggered by Caldera Collapse Events in Tenerife, Canary Islands by M. Hurlimann, E. Turon and J. Marti

2 La Palma El Hierro Gomera Gran Canaria Fuerteventura Lanzarote Tenerife The Canarian Archipelago

3 Pico de Tiende

4 Geologic setting

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6 N

7 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

8 Model Geometry 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh seismic shock magma chamber inflation caldera collapse

9 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 

10 Destabilizing volcanic forces

11 Destabilizing volcanic mechanisms 1) chamber tumescence 2) caldera collapse 3) seismicity

12 Numerical modeling

13 Chamber tumescence 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh seismic shock magma chamber inflation caldera collapse P m = 5 MPa

14 Caldera collapse 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh  v = 3 MPa to 30 MPa seismic shock magma chamber inflation caldera collapse

15 Seismicity 0 1000020000 4000 - 4000 0 (m) PmPm vv khkh k h = 0.4 g seismic shock magma chamber inflation caldera collapse

16 Results

17 Distribution of shear stresses

18 Potential yielding zone

19 Influence of seismic acceleration

20 Conclusions

21 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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