List of "figure_keywords"
-
- "Cornflake" Analogy
- "Glass-Like"
- "Locked Sand"
- "Perched"
- "Plastic" Grounds
- "Sandwich Type" Construction
- "Staircase"
- (At Least Six For Each Camera) Were Obtained Before Photogrammetric Analysis.
- -dv2/dv1
- 0.1 Kpa/Sec
- 0.5 Second Before Failure (24,627 Seconds)
- 1 M
- 1-8.1.2005 Debris Flow Accumulation,
- 1.1.2004 - 1.6.2005
- 1/60 Hz
- 10 Cm
- 10 Cycles Of The Applied Normal Stress
- 10, 20, And 30 Percent Loess By Weight
- 10,000 Years Ago
- 10.4.2004
- 100 Cm And 15 Mm
- 100 Cm In Length
- 100 Tonne Rock Fall
- 100cm
- 10th July
- 12.2.2005
- 13 Degrees Less
- 14c Dating
- 150 Cm/S
- 150-M High Mound Of Debris
- 150cm
- 17.1.2004
- 190m In Length
- 1980 Earthquake
- 1980-1985
- 1995 Nikawa Landslide
- 2 M Spacing
- 2-12.2.2005 Debris Flow Accumulation,
- 20 Cm Long* 20 Cm Wide
- 200 Kpa
- 2001-01-13t00:00:00.000
- 2003 Off Miyagi Earthquake
- 2003-06-24t00:00:00.000
- 2004 Landslide
- 2004-05-01t00:00:00.000
- 2004c
- 2005
- 2006 Leyte Landslide (Bottom-Left)
- 200cm
- 216 Mm
- 22 Kpa
- 23.3.2004
- 23.9 Degrees
- 24 Pieces Of 15 Cm Diameter
- 250 Kpa
- 250cm
- 290 Cm
- 3-Older Debris Flow Accumulations Mapped From The 2003 Photograph,
- 3.5 Seconds After Failure (24,631 Seconds)
- 30m In The Maximum Depth
- 38 Ka Guano
- 3d Scheme
- 4 Hours After The Stopping Of Rainfall
- 4 Km Runout
- 4-Waterfall
- 40 White Flat Targets,
- 400mm
- 50 Kpa
- 50,000 Mountain Climbers
- 50cm
- 60 000 m3
- 60 To 70m In Thickness
- 8.1.2005
- 80 M In The Maximum Width
- 8iii.5
- 9 Cm/S
- A Conchita Landslide
- A Distance Of 100 M In About 8 Seconds
- A) Plan Sections
- About 1-2 Mm/Year
- About 10 Meters Above The Valley Bottom
- Acceleration
- Accumulation
- Accumulation Of Debris
- Accumulative Rainfall
- Active Fault
- Active Fault Research Center
- Active Landslide Blocks
- Active Zones
- Additional Shear Stress
- Adjacent Targets
- Adjusted Gap Value
- Adopted Model
- Aerial Oblique View
- Aerial Photograph
- Aerial Photos
- Aerial View
- Aero Asahi Corporation.
- African Plate
- After Collapse
- After Comegna Et Al., 2005
- After Failure
- After Leaching The Na+
- After Matula 1969
- After Picarelli, 2000
- After Shear
- After Shearing
- After The Experiment
- After The Landslide
- Agricultural Land
- Air Borne Laser Scanning
- Alluvial Fan
- Alpine Fault
- Amedas
- Amount Of Deformation
- Amount Of Soil (About 200,000 m3)
- An Interface Element
- Analog-Paper Recorded Wire-Extensometer
- Analysis Of Displacements
- And Stress Path Plots Of
- Andesitic Lava
- Andslide Debris
- Angle
- Angle Of Thrust
- Annual Average Precipitation Is 3,295 Mm
- Annual Fluctuations
- Aoraki/Mount Cook Of December 1991
- Apparatus
- Apparent Friction
- Applied-Stress Signals
- Aquifer
- Archaeological Zone
- Arrangement
- Arrangement Of
- Arumanini Et Al.(2003)
- Asar
- Assemblage Of The Blocks
- Aster
- At 410 Min
- August 13, 1995
- Austroalpine
- Average Means Average
- B) Longitudinal Sections
- Back Analysis
- Bagnold Number
- Balakot
- Balakot-Garhi Fault
- Bandung City
- Barton On Sea
- Basal Shear
- Basal Shear Surface
- Basal Shear Surfaces Of The Slides
- Basal Slip Surfaces
- Base
- Base Failure
- Basento River
- Basento Valley
- Basic Data
- Bd = 0.95
- Bd = 0.96
- Bd = 0.99
- Bd = 0.99, Initial Dry Density = 15.2 Kn/m3
- Bd=0.86
- Bd=0.89
- Bd=0.97
- Bed Load Transport
- Bed Slope
- Bedding Control
- Bedding Surface
- Bedding-Controlled Slip
- Bedding-Controlled Slip Surface
- Bedrock
- Before Collapse
- Before The Failure.
- Below Sea Level
- Bend Strain
- Bend Strain Of The Borehole
- Bending Strain Of The Pvc Pipe
- Bentonaite-Sand
- Bentonite-Kaolin
- Bentonite-Kaolin-Sand
- Beto-2
- Beto-3
- Beto-4
- Bettou-Dani
- Bettou-Dani Failure
- Bettou-Dani Valley
- Between
- Big Flow Mounds
- Bingham Fluid Flow
- Bird''s Eyes View
- Bisaccia
- Bisaccia Area
- Bisaccia Hill
- Bitchu-Matsuyama Castle
- Black Triangles
- Block
- Block Diagram
- Block Slide
- Block Slides
- Block Spreading Indicated
- Block Topple
- Blockslide
- Borehole
- Borehole Extensometer
- Borehole Inclinometer
- Borehole Name
- Boreholes
- Both Sides
- Boulder
- Boundaries Of The Sliding Blocks
- Boundery Front
- Boussinesq Equations
- Box Shear Test
- Breakage Of Grains
- Brick-Making
- Brindisi Di Montagna Mudslide
- British Columbia
- British Columbia Ministry Of Transportation And Highways
- Brittleness Index
- Bubble Tiltmeter
- Build-Up
- Building
- Bulging
- By Hungr And Evans (2004)
- Cadastral Map
- Calabro-Peloritan Arc
- Calacali Road
- Calc-Alkaline Orthopyroxene
- Calculated Water Levels
- Calculated (Pore Pressure)
- Calculated Horizontal Displacement
- Calculated Velocity Distributions
- Calculated Vertical Displacement
- Canada
- Canadian Rocky Mountains
- Capacities
- Carapace Facies
- Castle Hill Slide
- Castle Rock-Body
- Cataclysm
- Catane Et Al 2006
- Causative Factor
- Central America
- Central Ridge Block
- Central Section
- Certain Part(S)
- Change Of Longitudinal Section
- Changes
- Channel Incision
- Channel Slopes
- Characteristics Of Earthquake
- Checking
- Ciu Triaxial Test
- Classified
- Clay
- Clay And Calcium Carbonate Cement
- Clay Bed
- Clay Fraction
- Clay Shales
- Claystones
- Climatic Conditions
- Close-Up Diagram
- Coal Measures
- Coal Mining Waste
- Coarse Particle Concentrations
- Coastal Cliffs
- Coastal Recession Planes
- Coastal Slope
- Cohesion Loss
- Cohesion Of The Silt Material
- Colluvial Midslope
- Colluvium
- Column Of Silt
- Columnar Jointing
- Compacted Soil Embankment
- Comparison
- Comparison Of 2003 And 2005 Photographs
- Composition Material:
- Compound Castle Hill Slide
- Compound Landslide
- Computer-Aided Design
- Concept
- Cone-Penetrometer
- Configuration
- Conglomerate-Clay Shale
- Conglomerates
- Consolidation
- Constant Rate Water Supply
- Constant Shear Speed Of 0.05 Mm/Sec
- Constant-Shear-Speed
- Construction Materials
- Construction Of A In The 2nd Century Ad
- Continuous Images
- Contour Lines
- Contour Map
- Control Points
- Corrected Shear Resistance
- Correlation Coefficient R = 0.985 For s7
- Correlation Coefficient R = 0.989 For s8
- Coseismic Folding
- Counterclockwise Direction.
- Courtesy Geotechnical Engineering Office, Hong Kong.
- Cpc Climate Prediction Center
- Cptu Test
- Cr. B Velka ČAntoryje Landslide Area
- Crack Gauge
- Crack Gauge Crg-1
- Crack Gauge Crg-2
- Crack Gauge Crg-3
- Crack Gauges
- Crack-Gauge
- Crack-Gauges Tm-71-2
- Cracking
- Creep
- Crest Of The Cliff
- Cretaceous Marls
- Cretaceous Nohi Rhyolite
- Criteria
- Critical Bedding Surfaces
- Cross Section
- Cross-Section
- Crown Zone
- Ctx-Cid Tests
- Cultivation
- Cumulated Displacements
- Cumulative Displacements
- Cumulative Frequency Diagram
- Cumulative Monthly Differences Between Measured And Long-Time Total Monthly Precipitation Averages (Long-Time Monthly Average Calculated For Years 1965 - 1976, ). Red Diamonds Show Months With Debris Flow Occurrence, Red Arrow Shows Time Gap In The Data Between 1976 And 1999
- Cumulative Monthly Differences Between Measured And Long-Time Total Monthly Precipitation Averages (Long-Time Monthly Average Calculated For Years 1965 - 1976, Precipitation Data Senamhi Cuzco). Red Diamonds Show Months With Debris Flow Occurrence, Red Arrow Shows Time Gap In The Data Between 1976 And 1999
- Cumulative Probability
- Cumulative Rainfall
- Cumulative Rainfall Data
- Cylindrical Polyvinylchloride Rods
- Cylindrical Waves
- Czech Republic
- d2h/dt2
- Daily Precipitation Totals
- Daily Rainfall
- Daily Rainfall Data
- Daisekkei Valley
- Dam To Check Debris Flows
- Damage
- Damaged Railroad
- Database
- Databese Structure
- Daylights
- Debris
- Debris Avalanche
- Debris Avalanche Moving
- Debris Flow
- Debris Flow Front
- Debris Flow In The
- Debris Flow Overflowed The Dam
- Debris Flow Surge
- Debris Flows
- Debris Flows Accumulation
- Debris Retention Dams
- Debris/Mud Flow
- Deep Seated Landslide
- Deep Seated Landsliding
- Deep-Seated Landsliding
- Defensive Wall
- Defined By Marsal, 1967
- Definition Sketch
- Deformation
- Deformation Pattern
- Deformation Phenomena
- Deformation Shape
- Deformation Spreads
- Degree Of Saturation
- Dem Model
- Dense Sand (Bd=0.99, Dr=95.2%, σ=196 Kpa.)
- Density Index
- Denuded Area
- Depletion
- Depletion Area
- Deposition Area
- Deposition Subsequence
- Deposition Zone
- Deposits
- Depth
- Depth Of Approximately 10-12 M.
- Depth Of Flow
- Depth Of Moving Mass Was About 10 M
- Depth Of The Sliding Surface
- Depth Of The Torrent Deposit Or Surface Soils Was 2-4 M
- Design Concept
- Destroyed
- Destroyed 19 Houses
- Destroyed Hundreds Of Houses
- Detection
- Developing Region
- Development
- Developments Of Tension Cracks
- Device Aims
- Dgsd Sagspitz
- Dh/Dt
- Diagram.
- Diagrammatic Sketch
- Diameter=10 Mm,
- Differences In The Onset Time
- Different Initial Density Indexes
- Different Initial Density Indexes:
- Different Samples
- Different Widths
- Different Zones
- Differential Settlements
- Digital Elevation Model
- Digital Video Camera
- Digital Video Cameras
- Direct Shear Apparatus
- Direct Shear Tests
- Direction Of Movement
- Direction Of The Mass Flow
- Direction Of X Axis (Paralell To Bedding),
- Direction Of Y Axis (Paralell To Bedding),
- Discharge
- Discharge Altitude
- Discharge Trend
- Disp Model
- Displaced Pockets
- Displaced Sliding Mass
- Displacemen
- Displacement
- Displacement Pattern
- Displacement Profiles
- Displacement Rate
- Displacement Vectors
- Displacements
- Displacements Of The Ground Surface
- Displacements Of The Soil Layers
- Distance
- Distilled Water
- Distribution
- Distribution Of Grain Numbers
- Distribution Of Landslides
- Distribution Of Recorded Landslide Events
- Distribution Of Strata
- Distributions
- dl2/dl1
- Domains
- Dooncarton Mountain
- Dorset
- Double-Crested Ridge
- Double-Cylinder
- Downslope Part
- Downward Lower Part
- Dpri Ver.7
- Dpri-5
- Dpri-6
- Drained Condition.
- Drained Constant Speed Test
- Drained Ring Shear Test
- Drained Shear Test
- Driving Force
- Dry Constant-Shear-Speed Ring-Shear Tests
- Dry Glacio-Lacustrine Silt
- Dry Ring-Shear Tests
- Dry Silt Flow
- Dsiplacement
- dv2-dv1
- Dynamic (Impact) Coefficient Of Kd
- Dynamic Analysis
- Dynamic Coefficient (Fd/ΔＷ)
- Dynamic Coefficient Was 0.9
- Dynamic Stress; Kd
- Each Borehole
- Eaqrthquake
- Earth Flow
- Earth Slide
- Earthquake
- Earthquake In 1929
- Earthquake Loading
- Earthquake-Induced Landslides
- Ecuador
- Edges
- Effective Friction Angle
- Effective Shear Strength
- Effective Stress Path
- Effective Stress Paths Of Box-Shear Tests
- Effects Of River Erosion
- Eight Control Points
- El Salvador Earthquake (M=7.6)
- Elapsed Time
- Elastic Response
- Electrical Conductivity
- Electronic Control
- Electronic Distance Measuring Method
- Elevation
- Embankments Faces
- Energy Dissipation
- Energy Line
- Enlargement
- Epicenter
- Equilibrium
- Equilibrium Concentration
- Escarpment
- Esp
- Estimation Of Residual Friction Angle
- European Plate
- Evacuation Of The Scar
- Evolution Of A Graben
- Excess Pore Pressure
- Excess Pore Pressures
- Existence
- Experiment 1
- Experiment 2
- Experiment 3
- Experiment 4
- Experiment Site
- Experimental Data
- Experimental Set-Up
- Experimental Velocity Distributions
- Extensometer
- f1
- Failed
- Failure
- Failure Geometry
- Failure Modes
- Failure Of A Road Fill
- Failure Suraface
- Failure Zone
- Failures In The Walls
- Fairlight Clays
- Fallen Down Walls
- Fallin Mountain
- Falling Mountain
- FanhõEs Hill
- FanhõEs-TrancãO
- Fast-Moving Slide Mass
- Fault Gouge
- Faults
- Fd/ΔW
- Fd: Dynamic Stress;
- Fem Numerical Model
- Fibre Effects
- Fig.12 As A-A Line
- Fig.16
- Filled With Fine Sand.
- Finely Fractured Debris
- First Stage Of Movement
- First-Time Slides
- Five Seconds
- Flac
- Flac Model
- Floating Ratio
- Flow Mound
- Flow Slide
- Flow-Like Style
- Flowed For Another 4 Km
- Fluidized Landslide
- Flume
- Fluvial Sediments
- Flysh Highlands
- Flysh Upplands
- Foam-Polystyrene Base Points
- Foliation Measurement
- Force-Chain Stress Concentrations
- Formation Of A Sliding Surface
- Formation Of The Sliding Surface
- Fossmoen
- Fossmoen Slide
- Fossmoen Slide Scar
- Fossmoen Terrace
- Fosso San Martino Slide
- Four Seconds
- Fragmenting Stratum
- Framework Of The Sprinkling System
- Fresh Landslides
- Fresh Sediments
- Friction Angle
- Friction Of Rubber Edge
- From 1994 To 2001
- From 6th To 10th July, 1997
- From Bertini Et Al., 1986
- From Canuti Et Al., 1990
- From Comegna Et Al., 2005
- From Comegna Et Al., 2007
- From Corominas Et Al., 2005
- From Corominas Et Al., 2005)
- From Cotecchia Et Al., 1984
- From Fenelli & Picarelli, 1990
- From Fenelli Et Al., 1992
- From Mandolini & Urciuoli, 1999
- From Pasek, 1974
- From Picarelli & Russo, 2004
- From Picarelli & Simonelli, 1991
- From Picarelli Et Al. 1999
- From Sassa Et Al., 2005
- From Varley & Warren, 1995
- Front-View
- Frontal View
- Fuzzy
- Gamma Value
- Garhwal Himalaya
- Gauge Depth
- Gault Clay
- General Structure
- Gentle Slope
- Geo, 2006
- Geoelectrical Surveys
- Geographical Distribution
- Geological Columnar Section
- Geological Condition
- Geological Cross Section
- Geological Drilling
- Geological Map
- Geological Sequence
- Geological Setting
- Geological Structure
- Geomorphic-Hydrogeologic Map
- Geomorphologic
- Geomorphological Map
- Geomorphological Units
- Georadar Lines
- Geotechnical Properties
- Geotechnically Simulate
- Geotechnically Simulated
- Gifu
- Glacial Period
- Glacier Bay National Park
- Glacier Bay National Park, Alaska
- Global Positioning System (Gps)
- Godula Formation
- Godula Nappe
- Gold Mines District
- Gpr Profiles
- Graben
- Graben-Type Compound Landslide
- Gradient Of The Torrent Bed Was 15 Degrees,
- Grain Crushing
- Grain Size
- Grain Size Distribution
- Grain Size Distribution Curves
- Grain Size Distributions
- Grain-Size Analysis.
- Grain-Size Distribution
- Grain-Size Distribution Curves
- Grand Water
- Granite Rock
- Granitic Sand Layer
- Granular
- Granular Soil
- Gravel Layer
- Gravitational Slope Deformation
- Great Precipitation
- Ground-Reinforced Embankment
- Ground-Water Condition
- Groundwater
- Groundwater Depth
- Groundwater Exits
- Groundwater Level
- Groundwater Levels
- Groundwater Table
- Groundwater Thickness On The Sliding Surface Hw.
- Guano
- Guano Slope
- Guinsaugon Village
- Gyansu, Matli, And Maneri
- H(Cm)
- H/Dp
- h0/D
- Haku-San
- Haku-San Mountain
- Haku-San Mountain Area
- Half Section
- Harihara River
- Hazard Potential
- He Great Cave Of Niah
- Head
- Head Scarp
- Heavy Precipitation
- Height From The Shear Plane
- Helicopter
- Hell Trench
- Higashi Kubiki County
- Higashi Takezawa Landslide
- Higashi Takezawa Sand (Bd=0.98)
- Higashi-Takezawa Landslide
- Higashi-Takezawa Landslide (Bd=0.98)
- High Core Mountains
- High Permeability Of The Debris,
- High Shear Speed
- High-Impact Slope Failure
- Higher Porosity
- Himalaya Main Divide
- His
- Hokuriku Distric
- Holocene Guano
- Hong Kong Geotechnical Engineering Office
- Horizontal Distance
- Horizontal Plane
- Hornblende Andesite
- Hourly Intensity Of Up To 48 Mm
- Hourly Rainfall
- House Wall Spotted
- Houses
- Huge Landslide
- Hungr And Evans, 1985
- Hurricane
- Hurricane Mitch
- Hydrochemical
- Hydrological
- Hyetograph
- Ibsen And Bromhead (1999)
- If Either Or Is Obtained In Addition To The Abovementioned Geometric Parameters For The Landslide Mass, One Will Be Able To Obtain The Ultimate Bearing Load . For This, The Ring-Shear Apparatus (Sassa Et Al., 1966, For Example) Will Be One Of Powerful Tools. Sassa Has Demonstrated In A Number Of His Tests That Un-Drained Samples, When Started Shearing, Can Exhibit Sudden Decrease Of Apparent Friction Angle Suggesting That Grain Crushing Caused Sudden Increase In Pore-Water Pressure (Sassa, 1996). Therefore, With Drastically Decreased Value Of , Even A Coherent Mass Can Have Some Large Distal Reach , And The Ultimate Load Capacity Would Be More Crucial In Determining Its Distal Reach
- Illustration
- Illustration Of The Model
- Image Analysis
- Immature Debris Flow
- Immature Viscous Debris Flow
- Impact
- Impact Phase
- Imperial College And Ngi Type
- In Other Words, The Effect Of Confinement Can Be Quantitatively Estimated From Geometry Of The Deformed Landslide Mass.
- In Quiescent
- In The Beach
- In The Bettou-Dani.
- Incidence Map
- Inclination
- Inclination Of 26.5 Degrees
- Inclination Of The M Plane
- Inclination Of The Slope
- Inclined Sliding Surfaces
- Increase
- Increase In Residual Friction Angle
- Increased Its Speed
- Increasing Its Volume
- India
- Individual Particle Motion
- Indonesia
- Ineaments
- Inertial Debris Flow
- Inferred Potential Sliding Surface
- Infinite Slope Analysis
- Influence Of Smectite And Kaolinite
- Infrastructures
- Initial Density Index
- Initial Density Index For
- Initial Density Index Id ≦ 0.00
- Initial Density Index Id ≦ 0.22
- Initial Density Index Id ≧ 0.22
- Initial Density Indexes
- Initial Slide
- Initial Slope Angle Of The Valley Q,
- Initial Void Ratio
- Initiation
- Innsbruck Quartzphyllite Complex
- Innsbruck Quarztphyllite Complex
- Inside
- Inside Structure Of Deposit
- Instant Of Collapse
- Instruments
- Intercepted By The Landslides
- Interhummock
- Intermediately Graded
- Interval Of Pairs
- Into A Debris Flow
- Intra-Carpathian Lowlands
- Intra-Mountain Basins
- Intrusion Angle Of A
- Ironbridge Gorge
- Irs Pan
- Irs-Liss-Iii Satellite
- Ishikawa Prefecture
- Isle Of Sheppey
- Isle Of Wight
- Iso-φｒ2line
- Issue Of The January 2005
- Japan
- Japanese Alps
- Japanese Landslide Prevention Law
- Jasper National Park
- Java Landslide
- Jinnosuke-Dani
- Jinnosuke-Dani Landslide
- Jinnosuke-Dani Valley
- Joint-Bounded Blocks
- Joints
- June, 1962
- Jurassic Limestones
- K = 0.0010681+ 0.04621*e3/(1+E)
- K = 0.013024+0.19645*e3/(1+E)
- K-Net
- Kanazawa Office Of Rivers And National Highways
- Kaolin-Sand
- Kaolinite
- Kd: Dynamic Coefficient
- Keylong Serai Rock Avalanche
- Killed 21 People
- Killed More Than 700 People
- Knocked Down Coconut Trees
- Kuwashima Group
- La Conchita
- La Conchita Landslide
- La Verna
- Lagmay Et Al 2006
- Lahars
- Lake Waikaremoana
- Landfil
- Landfill
- Landfill Failure
- Landform Development
- Landslide
- Landslide (130,000m3)
- Landslide (Taken On 24 May 2004)
- Landslide - Debris Flow
- Landslide Age
- Landslide Area
- Landslide Areas
- Landslide At Red Cliff
- Landslide Block
- Landslide Body
- Landslide Boundary
- Landslide Debris
- Landslide Density
- Landslide Deposit
- Landslide Deposits
- Landslide Displacement
- Landslide Earth Mass
- Landslide Events
- Landslide Hazard
- Landslide Hazard Index
- Landslide Hazard Index Rank
- Landslide Hazard Probability
- Landslide Initiation
- Landslide Initiation Triggered By Rainfall Under
- Landslide Inventories
- Landslide Inventory Map
- Landslide Limit
- Landslide Location
- Landslide Mass
- Landslide Mass Segment
- Landslide Masses
- Landslide Monvement
- Landslide Prevention Area
- Landslide Scarp
- Landslide Simulation Test
- Landslide Sites
- Landslide Triggered Debris Flow
- Landslides
- Landslides.
- Landsliding
- Large Amounts Of Surface Water
- Large Boulders 3-4 M In Diameter
- Large Landslide
- Large Precedent Rainfall
- Las Colinas Landslide
- Laser-Displacement Sensor
- Last Stage Of Movement
- Lateral Spread
- Lateral Spreading
- Lava Deposits
- Lednica
- Lednica Castle
- Lengths Of The Landslide Mass Segments
- Lengths Ｌ Of The Landslide Mass
- Leuwigajah Landfill
- Level And Inclined Sliding Surfaces
- Lias
- Lietava
- Limestone
- Limestone Gorges
- Limestones
- Linear-Displacement Transducer
- Liquefaction
- Liquefued Layer
- Liquid Limit
- Lithological Formations
- Lithological Predisposition
- Lithological Properties
- Lithological Variations
- Lithology
- Lithostratigraphic Chart
- Ll-Grain Amounts
- Loading
- Loading Speed
- Loam
- Lobe
- Lobe Of The Rock Avalanche
- Local Altitude Effect
- Local Strain Appeared In
- Location
- Location Map
- Location Of Investigated Sites
- Location Of Section
- Location Of Tm-71
- Locations Of The Main Rockslides
- Locationtm-71
- Loess
- Log Scale
- Loma Prieta Earthquake
- London Clay
- London Clay Formation
- Long Runout
- Long Traveling Soil Flow
- Long-Lasting Landslide
- Long-Traveling Soil Movements.
- Longitudinal Compressive Strains
- Longitudinal Line
- Longitudinal Profile
- Longitudinal Profile Of Hill
- Longitudinal Section
- Longitudinal Strains
- Longitudinally
- Loose Sand
- Loose Sand (Bd=0.99, Dr=63.3%, σ=196 Kpa)
- Low Normal Stress
- Lucumayo
- Lvdt Sensor
- M.Betleto
- M.Calvario
- M.Penna
- m10
- m20
- m30
- Mackenzie Mountains, Canada
- Magnitude Of 7.0
- Main Accumulation
- Main Locations
- Main Scarp
- Main Shock
- Main Track
- Major
- Major Bedding Controlled Landslide
- Major Failure
- Mam Tor Landslide
- Mandor Alluvial Fan
- Mandormayo
- Many Flow Mounds
- Map
- Map Of Engineering Geological Zoning
- Mapped Landslides
- Marls
- Marlstones
- Marsal''s Grain Crushing Susceptibility Bp
- Masseria Marino Mudslide
- Material From The Debris Flow
- Maximum Shear Stress
- Maximum Stress Ratio
- Maximum Values
- Maximum Velocities
- May 2004
- May 2004 Debris Flow
- Mcsaveney, 2002
- Means
- Measured (Pore Pressure) Values
- Measured And Calculated Displacements
- Measured Groundwater
- Measured Pressures
- Measured Water Levels
- Measurement System
- Measuring System
- Mechanical Structure
- Medieval Castles
- Medium-High Scenario
- Mesozoic And Tertiary Ages
- Metastable Structure
- Methodology
- Mid-Niigata Earthquake
- Middle Core Mountains
- Middle Part
- Minamata Debris Flow
- Minamata Landslide
- Mindo
- Minor
- Miscano Mudslide
- Miscano Valley
- Mixed Sands
- Mixed Silica Sands
- Mixture
- Mixtures Of s8
- Miyagi
- Mlit
- Mobile Hopper
- Mobilized Apparent Friction Angle
- Model
- Model Debris Mounds
- Model Experiments
- Model For Graben Geometry
- Models Slope
- Moderate
- Modified From Kaseno, 2003
- Mohr''s Stress Circle
- Monitored Earthquake Record
- Monitored Earthquake-Wave
- Monitored Shear Resistance
- Monitoring
- Monitoring Instruments
- Monitoring Line
- Monitoring Points.
- Monitoring Site
- Monitoring System
- Monitoring Video Of Kornh-Mlit
- Monsoons From Siberia
- Monte Verna Mountain
- Monthly Distribution
- Monthly Precipitation
- Morphostructural Predisposition
- Mortorway a9
- Motosawagawa River
- Mount Cook Data
- Mount Fletcher Ii Of September 1992
- Mount Fletcher Ⅱ
- Mount Shirouma-Dake
- Mountain Trail
- Movement Of Landslide
- Movement Of The Slide Mass
- Moving Earth Block
- Moving Earth Mass
- Moving Landslide Mass
- Moving Non-Deforming Layer
- Mt Velka ČAntoryje Landslide
- Mt. Huaynapicchu
- Mt. Kaba-San
- Mud Spatters
- Mudflow
- Mudflow Deposit
- Mudflow Toe Deposit
- Mudslide
- Mudslide Body
- Mudstone
- Mudstone Formations
- Mudstone Specimens
- Multiplied By 20
- Municipal Waste
- Muscovite
- Muzaffarabad
- MåLselv Valley
- Nagano
- Nailed 20 Cm Deep
- Narrowly Graded
- Natural Sample
- Naturally Drained Condition
- Naturally Drained Condition. Bd = 0.96,
- Naturally Drained Ring Shear Test
- Naturally Drained Test
- Nature Of Movement Of Slides
- nc10
- nc10 Values
- Near-Surface Strata.
- Nearest Station
- Neuva San Salvador
- New Cross
- New Zealand
- Nicaragaua
- Nicaragua
- Nied
- nig019
- nig019 In K-Net
- Niigata Prefecture
- Nikawa Slope
- Nishiikawa Landslide
- Nitiation Of Landslide
- No Sediment Motion
- No. 7
- No. 8
- Nobody Was Injured
- Normal Stress
- Normal Stress = 300 Kpa,
- Normal-Stress And Shear-Stress Increments
- Normalized Distances Between
- Normaru Syress
- North Of Lisbon
- Norway
- Nueva Segovia
- Numerical Representation
- Numerical Simulation
- Numerical Simulations
- Nw Indian Himalaya
- Observation
- Observation Borehole
- Occurrence Of Debris Flow
- Occurrence Of Various Sediment Transportations
- Of The May 2004
- Okaya
- Okaya City
- Okimi Landslide
- Okimi Landslide.
- Older Accumulation
- On Sample Beto-4
- On-Site Engineering Survey
- One Cycle Of Applied Normal Stress
- One Day
- One Second
- Only 1.9 Degrees
- Only 18.5 Kpa
- Open Cracks
- Organic Matter
- Original State
- Original Structure
- Over Pos 2 To Pos 5
- Over The Flume
- Overview
- p3
- p4
- Pacific Region
- Pagasa 2006
- Palaeosol
- Partial Liquefaction
- Particle Concentration Distributions
- Particle Size
- Pc Control
- Peachland
- Peaks And Stress Drops
- Peat
- Peat Sampler
- Perched
- Perched Slip
- Permeability
- Permeability Of Silica Sand
- Philippine Fault In The Field.
- Photo
- Photo By J. Klimeš
- Photo By Kyoji Sassa
- Photo By V. VilíMek
- Photo Courtesy
- Photo Courtesy, Mr. J. Valentinuzzi,
- Photo Taken By Fw Wang On 11 September 2005
- Photogrammetric Survey.
- Photogrammetry
- Photograph By Lloyd Homer
- Photos
- Photos Of The Upper And Lower Shear Box
- Physical Model
- Physical Modelling
- Physical Properties
- Physical Weathering
- Picarelli & Russo, 2004
- Picarelli & Simonelli (1991)
- Piezometer Level
- Piezometer Levels
- Piezometers
- Piezometric Level
- Pipe Bending
- Pipe Strain Gauges
- Pipe Surface
- Plan
- Planar Slope
- Plane-Strain Solution
- Plastic Active Zone
- Plastic Zones
- Plasticity Index
- Plowing And Lubrication At The Front
- Plug
- Pole Density
- Polished Specimen
- Pore Pressure
- Pore Pressure And
- Pore Pressure Build-Up
- Pore Pressure Built-Up
- Pore Pressure Evolution
- Pore Pressure Ratio
- Pore Pressure Rising
- Pore Pressures
- Pore Pressures Changes
- Pore Water Pressure
- Pore Water Pressure Increasing Rate = 0.5 Kpa/Sec
- Pore-Pressure
- Pore-Water Pressure
- Pos 2 To 6
- Positive Pore Pressures
- Positive Values
- Post-Failure Motion
- Post-Failure Shear Process
- Potential Infiltration Zones
- Potential Landslide Impact
- Potential Sliding Surface
- Power-Law Line
- Pre-Cut Mold
- Pre-Cut Soil Specimen
- Pre-Failure To Arrest
- Preceded By 846 Mm Of Rain During The Preceding 13 Days
- Precipitation
- Precipitation Change Predicted
- Precipitation Data Senamhi Cuzco
- Precursory Slides
- Precursory Surge
- Prediction Rate
- Prehistoric
- Pressur Ridges
- Pressure Cells
- Preventing Formation
- Previous Landslides
- Principal Geological Units
- Probability Of Threshold
- Probe 2 M In Length
- Process
- Process Model
- Process Of Enlargement
- Profile
- Properties Of The Sand
- Property Of Peat
- Proportion Of Smectite
- Proportion Of Smectite And Kaolinite
- Proto-Gorge Wall
- Prototype
- Pseudo Effective Stress Path
- Pvc Pipe
- Pyramid Peak Limestone
- Qianjiangping Landslide
- Qls-18 Landslide
- Quartz
- Quarz And Felspar
- Quite Constant (Around 1 Cm/Year)
- Radarsat
- Radiant Component Of Wave
- Raice Field
- Rail For Transportable Crane
- Rain Storm
- Rainfall
- Rainfall (BＤ＝0. 98)
- Rainfall Depth
- Rainfall Gauge
- Rainfall Induced Landslides
- Rainfall Record
- Rainfall Records
- Rainfall Simulator
- Rainfall Threshold Analysis
- Rainfall-Induced Landslide
- Rainfall-Induced Slope Failure
- Rapid Runout Distance
- Rapid Undrained Loading Of
- Rate Of Sample Height Reduction
- Reactivation
- Real Wave Loading Test
- Reconstruction
- Record
- Recorded Landslides
- Records
- Rectangle
- Rectangular Bay Geometry
- Region Of Carpathian Flysh
- Region Of The Core Mountains
- Region Of The Neogene Tectonic Depressions
- Region Of The Neogene Volcanites,
- Relation
- Relationship
- Relative Displacement
- Relief Map
- Relief Map Of New Zealand
- Remolded
- Remolded Soil Specimens
- Remoulded Clay
- Removed
- Repeated Impacts
- Representative Geological Profile
- Residual Friction Angle
- Residual Friction Angle Of The Tested Soil Sample Beto-1 From The
- Residual Friction Angle Was
- Residual Shear Strength
- Residual State
- Residual φ
- Response Of The Loading System
- Result Of Calibration
- Result Of Measurement
- Resulting Monitored Water Pressure
- Resulting Post-Failure Motion
- Resulting Water Pressure
- Results Of A Test
- Results Of Tests
- Retaining Wal
- Return Periods For Threshold
- Return Periods Of Threshold
- Reversal Process Of Topography
- Reynolds Numbers
- Riaxial Device
- Rigid Bed
- Ring Shear Apparatus
- Ring Shear Apparatus Dpri Ver.7
- Ring Shear Apparatus.
- Ring Shear Device
- Ring Shear Test
- Ring-Shear Test
- Rise Of Ground-Water Level
- Risk Of Counting
- Riverbed
- Road Repair
- Roccella Valdemone
- Roccella Valdemone Complex Rock Slide-Earth Flow
- Rock Avalanche
- Rock Avalanche Debris
- Rock Avalanche Deposits
- Rock Avalanche Mounds
- Rock Avalanche,
- Rock Avalanches
- Rock Fall
- Rock Slab Resting
- Rock Slope
- Rockfall Protection Embankment
- Rockfall Trajectory
- Rockfalls
- Rocks
- Rockslide Avalanche
- Rockslide Deposits
- Rockslide Pass
- Rockwall
- Rotated Blocks
- Rotating Apparatus
- Rotation Ceased
- Rotational And Translational Slide
- Rotational Blocks
- Rotational Escarpments
- Rotational Slide
- Rotational Slides
- Rotational Velocity
- Roundwater Seepage
- Rubber Edge Friction
- Runout Over-Ridden
- Rupia
- S In Fig. 5
- s3: Beginning Of Stage 3
- s7
- s7: Silica Sand No. 7
- s8
- s8: Silica Sand No. 8
- s8ii.8
- s8iii.1
- s8iii.12
- s8iii.2
- s8iii.5
- s8iii.6
- s8iii.8
- Safety Factor Vs Time
- Saline Water
- Sample After The Ring Shear Test
- Sample Beto-2
- Sample Beto-3
- Sample From A Debris Flow
- Sample Height Increment
- Sample Prepared
- Sample Thickness: 10 Cm
- Sample Thickness: 12 Cm
- Sample-Height Change
- Samples
- Samples With Different Thicknesses
- Sampling
- Sampling Area
- Sampling Point
- San Sigismondo
- Sand
- Sand Layer
- Sand Layer Right
- Sand Movement
- Sand Stone And Shale
- Sandstone
- Sandstones
- Sar
- Sarukuyoji Landslide
- Sassa Et Al., 1997
- Sassa Et Al., 2004
- Sassa On 6 November 2004
- Sassa, 1988b
- Satellite Image
- Satellite Images
- Satisfactory Model
- Saturated s8
- Saturated Sand Layer
- Scarps And Counterscarps
- Scars
- Scavenger
- Scavengers
- Schematic
- Schematic Diagram
- Schematic Illustration
- Schematic Profile
- Schematic Structure
- Schum Wan Road
- Scree Slopes
- Sea Leve Curve
- Season Temperature Range
- Seatearth
- Secondary Accumulations
- Secondary Land
- Section
- Sediment Gravity Flow
- Sedimentary Sequence
- Seismic Coefficient
- Seismic Refraction
- Seismic Stress
- Seismograph Gauge
- Selangor State
- Selborne
- Selborne Pit
- Self-Weight Of The Soil Layer
- Sell For Money
- Semiquantitative Displacement
- Settlements
- Settlment Of The Top
- Seven Seconds
- Severe Rainfall
- Shaded Area
- Shaded Relief Map
- Shale
- Shallow Debris Slides
- Shape Of The Slope
- Shear Box
- Shear Box Test
- Shear Box. (A)
- Shear Characteristics
- Shear Displacement
- Shear Displacements
- Shear Distributions
- Shear Failure
- Shear Plane
- Shear Resistance
- Shear Speed
- Shear Speed = 10 Mm/Sec
- Shear Strain Rate
- Shear Strains
- Shear Strength
- Shear Stress
- Shear Stress Variations
- Shear Test
- Shear Test Data
- Shear Velocity = 10.0 Mm/Sec.
- Shear Zone
- Shear Zone B
- Shear Zones
- Shear-Speed-Controlled Method
- Shearing,
- Shooting Area
- Short Period Of Failure
- Shrinkage Crack
- Shum Wan Road
- Side View
- Side View Of The
- Side-View
- Silesian Beskydy Mountains
- Silica Sand
- Silica Sand No. 7
- Silica Sand No.8
- Silt
- Siltstone
- Silty Water
- Simplified Cone Penetration Test
- Simplified Hypotheses
- Simplified Scheme
- Simulate
- Simulate The Initiation
- Simulate Undrained Loading
- Simulation Test Results
- Simulation Test Results On
- Simultaneous Entrainment
- Site Map Of The
- Situation In September 2005
- Skalka
- Skalka Monastery
- Skalka Monastery,
- Sketch
- Sketch Map Of Britain
- Slide
- Slide In A Railway Cutting
- Slide Mass
- Slide Plane
- Slide Style
- Slides
- Sliding Block
- Sliding Displacement
- Sliding Distance
- Sliding Mass
- Sliding Of A 600 M
- Sliding Potential
- Sliding Surface
- Sliding Velocity
- Slight Cliff Tilting Towards Ese
- Slip Surface
- Slipping
- Slockslide
- Slope
- Slope Analysis
- Slope Angle
- Slope Debris
- Slope Failure
- Slope Failure (In The Fall Of 2003
- Slope Movement
- Slope Movements
- Slope Sediments
- Slope Stabilization
- Slope Surface Displacement
- Slow Active Slides
- Slow Movements
- Small Precedent Rainfall
- Smectite
- Snapshots Of
- Snow Melt Infiltrating
- Snowfall
- Snowpatch
- Soil
- Soil Depths
- Soil Profiles
- Soil Samples
- Soil Sampling Area
- Soil Specimens
- Soil Strain
- Soil-Strain Accumulation Curves
- Soil-Strain Gauge
- Soil-Strain Probes
- Soil-Water Pressure
- Source Area
- South Ashburton
- South Ashburton Rockslide
- South Of The Capital City, San Salvador
- South-East British Columbia
- Southeast Asia
- Southern Kyushu, Japan
- Spatial Data
- Spatial Distribution
- Special Trimmer
- Specially Designed Cutter
- Specially Fabricated Free Platen
- Speed Of 40 Ms-1
- Speed Of Enlargement
- Spis Castle
- Spiš Castle
- Splashes
- Spot 5
- Spread
- Spring/Autumn
- Srs
- Ss-Particle Amounts
- St Catherine''s Point
- Standstill Earth Block
- Start Of Indicating
- Start Of Sprinkling
- Static Stress
- Stationary Base.
- Steady Flow Region
- Steady State
- Steel Pipes Forming
- Steel-And-Timber Wall
- Steep Back-Facing Scarps
- Steep Hillslopes
- Stereo
- Stiff Silt Layer
- Strain Gauges
- Strain Probes
- Stratigraphic Model
- Stratigraphic Profiles
- Stratigraphy
- Strecno Castle
- Stress
- Stress And Pressure
- Stress Conditions
- Stress Path
- Stress Path Of The Torrent Deposit
- Stress Path Of The Torrent Deposit During Loading.
- Stress Point
- Stress Ratio
- Stress-Controlled Dynamic-Loading Ring-Shear Apparatus
- Stresses
- Stresses Acting
- Strike Direction Of The Strata
- Structure
- Study Area
- Study Landside Area
- Substrate
- Successive Movement
- Suction
- Suction Measurements
- Sugawa And Taruda Formations
- Summarized
- Summer
- Summit 2,703 M
- Superficial Displacements
- Supporting Wooden Beams
- Surface Area
- Surface Bubble Tilt Meter
- Surface Water Flow
- Survived The Failure
- Susceptibility
- Suspension Bridge
- Suspension Wires
- Sussex
- Synthesized Seismic Loadings
- Synthetic Marigrams Wave
- System
- T
- T Plane
- Tail
- Tandayapa Valley
- Tandayapa Village
- Taren Landslide
- Targets
- Targets, X, Y And Z Coordinates Of
- Targets. (A)
- Technical Data
- Tectonic Deformations
- Tectonic Units
- Tectonics
- Tedori Formation
- Tedori Formation Deposits
- Tedori River
- Temperature Change Predicted
- Temperature Dilations
- Temporal Distribution
- Tensiometers
- Tension Crack
- Tension Cracks
- Terano Landslide
- Terzaghi And Peck (1948)
- Test
- Test Device
- Tested Ground-Reinforced Embankments
- Tested Samples
- Tests
- The Andes
- The Direction Of Z Axis (Perpendicular To Bedding)
- The Experimental Apparatus
- The Great Cave Of Niah
- The Longitudinal Torrent Bed Slope
- The Nohi Rhyolite (Nr)
- The Origin Of Inclination
- The Railroad After Reparation
- The Silt (Bd=0.98
- The Three Gorges
- The Three-Dimensional Movements Of The
- The Void Ratios 0.687, 0.760, 0.753 And 0.901
- The Weak Bed
- Their Thicknesses Were Different
- Then, The Shear Stress Before The Earthquake On The Sliding Surface Of 230 Kpa Was Loaded Under Drained Conditions. Thereafter, The Shear Box Was Shifted To The Undrained State By Closing The Drainage Valve, And Then The Calculated Seismic Stresses Were Applied. The Data Is Shown In Fig.15.
- Theoretical Velocity Distribution
- Theory
- Thermal Dilatometric Apparatus
- Thickness
- Thickness Of Dh
- Thickness Of h0,
- Thickness Of The Mass
- Thin
- Thin Layers Of The Sample
- This Landslide
- Three Periods
- Three Sections Of The Mudslide
- Three-Dimensional Stereo Photogrammetry
- Threshold
- Thrust
- Tidal Formation Rocks
- Tidal Inlet
- Tidal Inlet Landslide
- Tidal Inlet Landslide Impact
- Tidal Wave
- Time Series
- Time Series Data
- Time Series Of
- Time-Marching Calculation Of Mpm
- Time-Series Data
- Time-Series Data;
- Tm-71-p2
- tm71
- Toe Failure
- Toe Zone
- Toe-Slope Angle
- Toe-Slope Failure
- Tognacca Et Al. (2000)
- Top Of The Hill
- Top View
- Topografy
- Topographic Map
- Topographic Survey
- Topography
- Toppled
- Toppling
- Topsoil
- Torrent
- Torrent Bed; Fd
- Torrent Deposits
- Total 6-Day Preceding Precipitation
- Total Collapse
- Total Crack Opening Reached The Value Of 3.5 Mm
- Total Grain
- Total Precipitation Of 159 Mm
- Total Stress Path
- Toyoura Silica San
- Toyoura Silica Sand
- Trace Of The Debris Flow
- Track Zone
- Transducer
- Transect Across
- Transformation Into Debris Flow
- Transition
- Translational Failure
- Translational Fosso San Martino Slide
- Translational Slide
- Translational Slides
- Transmitted Circularly Polarised Light
- Transparent Plastic Discs Shearing
- Transparent Shear Box
- Traveled 2 Km
- Traveled Along The Valley
- Traveled To And Deposited Near No.10 Debris Retention Dam.
- Traveling Path
- Travertine
- Travertines
- Tree Roots Growing
- Trench Wall
- Trenches
- Triangular Diagram
- Triassic Dolomites
- Triaxial Compression
- Triaxial Testing
- Tributary Valley
- Triggered By Earthquakes
- Triggered By The Slide
- Triggering Factor
- Triggering Factors
- Triggering Mechanisms
- Tropical Cyclone
- Tsp
- Tsukidate
- Tsukidate Landslide
- Tsunami
- Tsunami Propagation Simulation
- Tuff Breccia
- Tuff Breccia Deposits
- Tvh/Smean
- Tvh/Smean.
- Two Earthquake
- Two Parts Of The Slope
- Two Seconds After Failure (24,629.5 Seconds)
- Two Typical Results
- Type Of Movement
- Types Of Failure Mechanism
- Types Of Landslides
- Types Of Slope Movements
- Typical Crossection
- Typical Displacement Profiles
- Typical Examples
- Typical Shear Envelop
- Typical Sketch
- Typical Stress-Strain Diagram
- U(Cm/S)
- U-Shaped Valley
- Uk
- Under Stress
- Undisturbed
- Undisturbed Sample
- Undrained Conditions
- Undrained Cyclic Loading Test
- Undrained Cyclic Ring Shear Test
- Undrained Cyclic Tests
- Undrained Dynamic-Loading
- Undrained Loading Condition
- Undrained Loading Of Saturated Deposits
- Undrained Ring Shear Apparatus
- Undrained Ring Shear Test
- Undrained Shear Strength
- Uniform
- Uniform Bed
- Uniform Erodible Bed
- Uniformity Coefficient
- Upward Upper Part
- Urban Area
- Urubamba River
- Urubamba River Valley
- Us Cent
- Uttarkashi
- Vallcebre Landslide
- Vallcebre Slide
- Valley Deposit
- Valley Floor
- Valley Floor Rising
- Valley Formation
- Valoria Landslide
- Variation
- Variation Of
- Variation Of Normal Stress
- Variation Of Pore Pressure
- Variation Of The Shear Resistance
- Variations
- Various Slopes
- Various Types
- Varunavat Landslide
- Velka ČAntoryje Landslide Complex
- Velka ČAntoryje-Ostrý Vrch
- Velocities
- Velocity
- Velocity Distribution
- Velocity Divided By Groundwater Level
- Ventura
- Vertical Curvature
- Vertical Displacements
- Vertical Exaggeration
- Vertical Face
- Vertical s2
- Vertical Section Of The Sample
- Vertical Stress-Relief Joint
- Ves
- Video
- View Of The
- Views Of The Debris Flow
- Views Of The Landslide Fluidization
- Vlap 01
- Volcanic Ash
- Volcanic Black Ash
- Volcanic Black Ash Soils
- Volcanic Complex Of Lisbon
- Volcanic Deposit
- Volcanic Deposits
- Volcanic Eruption
- Volcanic Highlands
- Volcanic Residual Soil
- Volcanic Upplands
- Volume Displaced
- Volumetric And Shear Strains
- Waikaremoana
- Waikaremoana Blockslide
- Waikaremoana Landslide
- Walls Reconstructed In 1992
- Warden Point
- Waste
- Waste Deposit
- Waste Mass
- Waste Material
- Water Leakage Proof
- Water Level
- Water Levels
- Water Pressure
- Water Saturated Bed
- Water Surface By Theory
- Water Surface By Wxperiment
- Watten Valley
- Wattener Lizum
- Weak Bed
- Weather Conditions
- Weathered Andesite
- Weathered Andesitic Lava
- Weathered Rock
- Weathered Volcanic Soil
- Weathering
- Well-Graded
- Western Walls At
- Wetting
- When Debris Flow
- Where Extensometer
- Whin Sill
- White Band
- Widespread Deposit
- Width 148 Cm
- Wiener''s Prediction Filter
- Winter
- Wire Extensometer
- Wire Of Extensometer
- Wire-Extensometer
- With
- With Mineralogical Composition
- World''s First Cast-Iron Bridge
- Wushan
- Wushan, Badong And Zigui
- Wushan-Zigui
- X-Direction = Opening-Closing Of The Crack
- Y-Direction = Horizontal Shearing
- Yahoo News
- Yen
- Younger Landslides
- Yunan Valley
- Yz-Plane
- Z - Direction = Vertical Shearing
- Zones A And C
- Zoning Sketch Of
- ČAchtice Castle.
- ČAchticky Hrad Castle
- α: Angle Of Thrust Between The Slope And The Torrent Bed;
- δ18o
- δ18o Regression
- δ18o Regression Lines
- δ18o Value
- Ａｏｒａｋｉ(ＭｏｕｎｔＣｏｏｋ)
- Ｌ1 And Ｌ2
