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8/6/2019 Longsor Underwater
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Underwater Landslides as CausesUnderwater Landslides as Causes
of Tsunamisof Tsunamis
A multidisciplinary and integrated researchA multidisciplinary and integrated research
approachapproach
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Research Program MethodologyResearch Program Methodology
General ApproachGeneral Approach
Field ProgramField Program
Laboratory Testing and ExperimentsLaboratory Testing and Experiments
Geotechnical ModelingGeotechnical Modeling
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PremisePremise
Underwater landslides can cause tsunamisUnderwater landslides can cause tsunamis
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Tsunami Generation by
Rotational Slump
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Tsunami Generated by
Translational Slide
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Historical EventsHistorical Events
18121812Santa Barbara, California (25m, 5min)Santa Barbara, California (25m, 5min)
19291929Grand Banks, Newfoundland (10m, 30min)Grand Banks, Newfoundland (10m, 30min)
19461946UnimakUnimak, Alaska (30m, 45min), Alaska (30m, 45min)19751975KalapanaKalapana, Hawaii (8m, 5min), Hawaii (8m, 5min)
19921992Flores Island, Indonesia (30m, 3min)Flores Island, Indonesia (30m, 3min)
19981998Papua New Guinea (15m)Papua New Guinea (15m)
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Slump
Meters
Maximum tsunamiMaximum tsunami
amplitude aboveamplitude abovesea level as thesea level as the
wave approacheswave approaches
Sissano Lagoon,Sissano Lagoon,PNGPNG
Tappin et al. (2001)Tappin et al. (2001)
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Multidisciplinary ProgramMultidisciplinary Program
Integrated project approachIntegrated project approach
MultiMulti--institutionalinstitutional
MultiMulti--disciplinesdisciplines GeologicalGeological
GeotechnicalGeotechnical
GeophysicalGeophysical
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Underwater Landslide Triggering MechanismsUnderwater Landslide Triggering Mechanisms
There are at least 15 different possible activators
for underwater landslides, which include the
following: Seismic ground motion
Liquefaction of sediment Rapid Sediment accumulation or over-steepening
Overpressures/Underconsolidation
Other: erosion, creep, gas etc.
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Geological/Geotechnical Needs forGeological/Geotechnical Needs for
Hydrodynamic ModelingHydrodynamic Modeling
Landslide shape and massLandslide shape and mass
Dynamics of mass movementDynamics of mass movement Final deformationFinal deformation
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Possible Proposed Study AreaPossible Proposed Study Area
Santa Barbara CA:Santa Barbara CA:
Seismic activity is documentedSeismic activity is documented
Several wellSeveral well--defined underwater landslidesdefined underwater landslides
Water depths, sizes conducive to causing tsunamisWater depths, sizes conducive to causing tsunamis
Considerable preliminary work completedConsiderable preliminary work completed
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RecommendedRecommended Study AreaStudy Area
Santa Barbara
ffshore Santa Barbara near Goleta Slide, CA (box shown in imageffshore Santa Barbara near Goleta Slide, CA (box shown in image
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120o319 119o5721 119o5123
34o2053
34o1755
Longitude (west)
Latitude(north
)
Expanded view of the Goleta slide feature; 14.6 km by 10.5
km, in water depth ranging from 90 to 580 meters.
S bb f G lS bb tt f G l t
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Subbottom of GoletaSubbottom of Goleta
High Resolution boomer
seismic reflection profile
along eastern lobe of the
Goleta slide.
S bb f G l
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Subbottom of GoletaSubbottom of Goleta
High resolution boomer seismic reflection profile
along eastern lobe of the Goleta slide (continued)
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Preliminary Tsunami Modeling For Goleta SlidePreliminary Tsunami Modeling For Goleta Slide
Goleta Santa Barbara
M
Maximum tsunami amplitudes propagating towards andMaximum tsunami amplitudes propagating towards and
away from Goleta from assumed 1812 slide. Simulationaway from Goleta from assumed 1812 slide. Simulation
predicts 22m maximum runpredicts 22m maximum run--up above sea level.up above sea level.
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Flow Chart Relating Project ActivitiesFlow Chart Relating Project Activities
Geological Data Geotechnical Data
Landslide
Models
Tsunami
Models
Hazard
Prediction
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Field ProgramField Program
Seismic reflection profiling
Remotely Operated Vehicle (ROV)
Sediment Sampling: cores and borings
In situ testing:
Pore pressure, vane shear and/or cone penetrometer
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Sampling and In Situ Testing Program
Long, Large-diameter Piston Cores:
Large-diameter Gravity Cores:
Multi-Cores or Box Cores:
Pore pressure:
Vane or Cone Penetrometer:
Geotechnical Borings or other:
20-30m length
taken at same sites
selected sites
5-6m penetration
Selected sites
50-80m penetration
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Survey tracks and field sampling and testing locations at theGoleta feature. Note sites outside slide zone (in unfailed regions)
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Laboratory ProgramLaboratory Program
Core analyses: multi-sensor core logging, x-ray/photo,
vane shear, water content/density
Geological analyses: grain size, carbonate, dating,
mineralogy Geotechnical analyses: index properties, triaxial shear
strength, cyclic DSS, creep, consolidation, permeability
Geotechnical Stratigraphy
Physical model: centrifuge testing of slope
Example of Geotechnical Stratigraphy
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0 5 0 1 0 0
S t re s s ( k P a )
'v o
'C
C R D w i th h i g h e r
s t ra in ra te
IL
c '
0 1 0 2 0 3 0
S u ( k P a )
M V u n d .
M V r e m .
0 1 0 0 2 0 0
w ( % )
w
w p
w L
0
2
4
6
8
1 0
1 2
1 4
1 6
L i t h o l o g y
(Sed i . : S i l t y C lay)
Depth(m)
O l ive Gray-
O l ive
L ight B r . /Gr .
Dark layer
B rown / G ray
O l i ve G ray
Lt . O l . G rayA S H L A Y E R
B o t t om o f
C o r e
D a r k G r a y
Lam i na t es
U n i t 1
U n i t 2
U n i t 3
U n i t 4
1 .2 1 .5 1 .8 b ( g /c m 3 )
M S C L
ca lc . (w)
Example of Geotechnical Stratigraphy
JPCJPC--32/LGC32/LGC--28, Gulf of Mexico, rim of Bornhauser Basin, (1915 m28, Gulf of Mexico, rim of Bornhauser Basin, (1915 m
depth). Note the four geotechnical units. The profile on the rdepth). Note the four geotechnical units. The profile on the rightight
includes results of 23 consolidation tests, indicating significaincludes results of 23 consolidation tests, indicating significantntunderconsolidation below 4 m (high excess pore pressures).underconsolidation below 4 m (high excess pore pressures).
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Geotechnical Modeling of Slope StabilityGeotechnical Modeling of Slope Stability
Limit Equilibrium
Finite/Boundary Element Analysis
Stochastic analysis of failure
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Proposed MultiProposed Multi--Year Task ScheduleYear Task Schedule
Year
Quarter 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Prelim. Data Anal.
Survey and ROV
Field Sampl./Testing
Field Monitoring (?)
Manned Sub.
Lab. Testing
Centrifuge Exper.
Geotech. Modeling
Hydrodyn. Modeling
Key: Intense Program Moderate Program Light Program
41 2 3
(?)
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Why Santa Barbara?Why Santa Barbara?
Seismic activity is documented
Preliminary work completed
Slope relatively uncomplicated, well-defined failures
Water depths and landslide size are tsunamigenic
Pre- and post-failure seabed sampling
Convenient logistics for field work
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Cheers, and thank youCheers, and thank you
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Indicators of Potential TsunamigenicIndicators of Potential Tsunamigenic
LandslidesLandslidesThick sediment accumulation Nearby seismic activity
Active gas, water, or oil seeps Formation of mud volcanoes
Formation of authigenic carbonates Compressional tectonics
Control fault beneath the slope Steep continental slope
Subsiding tectonic blocks High sedimentation rate
Cracks exposed in surficial sediment Previous landsliding activity
Inhomogeneous bedding layers Rapidly convergent margin
Santa Barbara has almost all of these indicators presentSanta Barbara has almost all of these indicators present
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Projected Proposed Drill HolesProjected Proposed Drill Holes
120o654 120o357
Longitude (west)
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120 6 54 120 3 57
34o2237
34o2039
Latitude(nor
th)
Gaviota landslide (8 km west of Goleta feature). NoteGaviota landslide (8 km west of Goleta feature). Note
evidence of a fissure developing to the east of the head scarp.evidence of a fissure developing to the east of the head scarp.
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High resolution 3.5 kHz seismic reflection profile of
the Gaviota landslide (from Edwards et al. 1993)
Previous Gas SeepsPrevious Gas Seeps
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Previous Gas SeepsPrevious Gas Seeps
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Map ofMap of
GoletaGoletaLandslideLandslide
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H d b S
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Hydrocarbon StructuresHydrocarbon Structures