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Olga gives us a push start, jumps into the driving seat and we're off - human and bob in total cohesion.
This approach contents coefficients, equations and graphs, which display maximum load for soils describe total cohesion cu.
Where, c′ can be considered as the total cohesion which includes the friction produced by matric suction.
Here the total cohesion c′ can be determined against u a-u w by the conventional direct shear test or triaxial test.
The effect of root reinforcement can be taken into account in the finite element slope stability analysis by adding the root cohesion, c r, to the effective soil cohesion, c′, of the soil to give a total cohesion, c T, as given by: c_{T} = c^{prime } + c_{r}.
In the finite element model, the soil elements that are affected by vegetation (known as the 'root zone') are assigned the total cohesion, c T, while, for other soil elements within the slope geometry, the effective soil cohesion, c′, is used.
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The total effective cohesion c' has a reverse relation with the moisture content.
The total effective cohesion decreases with the increase of the moisture content and changes prominently in the low range.
With the stress path q-p curves, the effective strength K f lines can be drawn as the common tangent lines of effective stress paths, and the total effective cohesion c' and friction angle φ' can be calculated by intercept b and gradient angles α of K f lines with eq. (5).
Assuming 6 mm shear displacement as the failure point, the shear strength against mormal stress for each moisture content are ploted in Fig. 14, from which the total effective cohesions c′ and effective friction angles φ′can be calculated by eq. (5) and are listed in Table 3.
Using all parameters (with transformations to maximize normality) explains 50% of the total variation in cohesion and 36% of friction angle.
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