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High Resolution 1:10,000 scale Mapping Strategy of Multi ... - NDMA

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Water Table<br />

Potential Failure<br />

Plane S<br />

σ<br />

Figure App 5.1: Force diagram for thin to thick translational slides<br />

The resisting force <strong>of</strong> earth materials, whether consolidated bedrock or<br />

unconsolidated sediments, is the shear strength (S) <strong>of</strong> the materials (Figure App 5.1<br />

and Figure App 5.2). Shear strength is a combination <strong>of</strong> forces, including the slope<br />

normal component <strong>of</strong> gravity (Figure App 5.3 ) or normal stress (σ), pore pressure<br />

(μ) within the material, which counteracts the normal stress, cohesion <strong>of</strong> the material<br />

(C), and the angle <strong>of</strong> internal friction (φ). Shear strength is given by the Coulomb<br />

Equation:<br />

S = C + (σ - μ )tanφ (Eq 1)<br />

Normal stress is the vertical component <strong>of</strong> gravity, resisting downslope movement<br />

(Eq 2).<br />

σ = γzcosβcosβ (Eq 2)<br />

G<br />

The role <strong>of</strong> water is especially critical in slope stability, but it is incorrect to think <strong>of</strong> its<br />

role as that <strong>of</strong> lubrication. Water plays a dual role. In increasing the unit weight <strong>of</strong><br />

material, it increases both the resisting (normal stress) and driving (shear stress)<br />

forces. It also creates pore pressure, which opposes the normal stress and therefore<br />

reduces the resisting force or shear strength <strong>of</strong> the material (it is subtracted from<br />

µ<br />

τ<br />

40

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