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El Salvador, Jan. 2001
How can Factor of Safety (FS) Change?
FS = RF/DF
•Safety Factor(FS)•FS =1.25; minimum for slope•FS = 10; minimum for a structure•Change of FS
•Time •Erosion•Water
Finish Factor of Safety Example from last lecture
FS = SLT/ W sine
S = shear strength of clay
L = length of the slope
T = unit thickness
W sine = driving force
Using numbers in text, the SF is only 1.125. Needs to be 1.25 or greater
Calculations show that about 50 m3 must be removed for FS = 1.25
Note Assumptions:1. Planar Slip surface2. Not considering effect of fluid pressure – what is it?
Engineering Properties of Soils: Worked Example of Soil Shear Strength
USGS Experimental Debris-Flow Flume
Show flume video
Vaiont
Worked Example – Estimating debris flow speed from the scar and deposit
Subsidence
• Causes– Withdrawal of fluids (gas, oil, water) – Collapse of surface soil and near-surface
rocks
• Karst topography (Kars Mts., Slovenia)
• Result from dissolution– Limestone or dolomite
– Gypsum and salt
Carbonates and Landforms in Fla. - Sinkholes
Sinkholes
• May be natural or man made• Water table
– High • Dissolution• Vertical flow• Pressure change
– Low • Decreases support
SINKHOLE DAMAGE
Sinkholes
Orlando-Winter Park, FL
Sinkholes
West central Florida sinkholes
SinkholeFormation
Sinkholes
• Types of sinkholes– Solution or subsidence sinkhole
• Occur where limestone is exposed at or near the surface• Covered by soil and insolubles as the depression forms• Usually not large• Bowl shaped: steepness determined by rate of subsidence
Sinkholes
• Types of sinkholes– Cover-subsidence sinkholes
• Cover is mainly non-cohesive, permeable sand• Develop by gradual subsidence• Generally only a few feet in diameter and depth• Generally remain small, cavities are filled as fast as they develop
Sinkholes
• Types of sinkholes– Cover collapse sinkholes
• Clayey, cohesive overburdens can bridge LS cavities• Changes in water table level (pumping effect) weakens
the bridging overburden, resulting in collapse • Lack of support on falling water table• Upward pressure in the case of a rising water table
Sinkhole Map
Sinkholes
• Detection Methods– Drilling– Ground penetrating
radar– Resistivity
Sinkholes
12/22/04: Deltona's Howell BlvdThe Informed Volusian
Sinkholes
Caves
• Common in karstic terranes• Mostly form by the dissolution of limestone• Mechanisms
– Acidic meteoric and groundwater (most caves)
• CaCO3 + H2CO3Ca+2 + 2 HCO3-1
– Biological Activity (more recent idea)• H2S + 2O2 + Biological activity H2SO4
• H2SO4 + CaCO3 + 2H2O CaSO4•2H2O + HCO3-1
Crystals in Cave
Gypsum Crystals:Selenite (variety)Size: 20 X 50 feet
Other Subsidence In Florida
• Oxidation of Histosols
Perception of the Landslide Hazard
• Negligible• Residents are not easily swayed by technical
information
Cause of Portuguese Bend Landslide
Portuguese Bend
Oft reported mass movementMass movement resulting from expansive soil.