L17-earth_pressures_coulomb

L17-earth_pressures_coulomb - 1 17. COULOMB'S METHOD The...

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17. COULOMB'S METHOD The method is based on estimating a mechanism of failure. The Mohr-Coulomb failure criterion is then assumed to be satisfied on the assumed failure planes. This approach, known as the limit equilibrium method, is widely used in geotechnical engineering. Experience has shown that it gives solutions that agree reasonably well with observations of collapse of real soil structures. The method has advantages over Rankine's method because: It can cope with any geometry It can cope with line loads (In plane problems) Friction between retaining walls and soil can be taken into account Its main disadvantage is that the common layered soil profile cannot be simply accounted for. For any point on the failure surface we have Whenever the soil is at failure a Mohr-Coulomb locus of this general form can be used, however, the appropriate values for c and φ will depend on the type of analysis. In a total stress (undrained) analysis c = c u , φ = φ u , whereas in an effective stress analysis c = c , φ = φ′ . We next need to consider the Forces acting on the failure plane Shear Force T = τ ds Normal Force N = σ ds Cohesive Force C = cds τ σ φ = c + tan 1 direction of soil movement Assumed failure plane Assumed failure plane τ σ
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If the soil properties are constant we can write the failure criterion in terms of Forces as to facilitate the analysis we split the unknown forces T, N into two forces C, which is generally known acting parallel to the failure surface, and a resultant R, acting at a known angle φ to the normal to the failure surface. R = N cos φ R T - C N sin tan φ φ Failure does not always occur within the soil mass. For the failure of the soil structure a mechanism is required, and for the case of a retaining wall this means slip must also occur between the wall and the soil. We assume that the failure conditions can be described by a Mohr-Coulomb criterion, that is τ σ φ c + tan but the parameters c, φ become: c w , the adhesion between the wall and the soil φ w , the friction angle between the wall and the soil This can also be expressed in terms of Forces as T C N w w w w = + tan φ 17.1 Total Stress Analysis As for Rankine's method a total stress analysis is only appropriate if the soil remains undrained, and in practice this is only true if the stability of clayey soils is being investigated.
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This note was uploaded on 08/30/2011 for the course CIVL 2410 taught by Professor Dairey during the Three '11 term at University of Sydney.

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L17-earth_pressures_coulomb - 1 17. COULOMB'S METHOD The...

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