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{K}_0=1- sin phi hbox (1 where ϕ′ is effective friction angle of the soil.
From consolidated undrained triaxial tests, the internal effective friction angle of the soil is 23.8°.
The internal friction angle of the soil φ′ was adopted based on recommendations from the scientific literature (Bowles 2001).
Rainfall-induced landslides pose a common problem in areas with slopes steeper than the friction angle of the soil.
Basically, the internal friction angle of a dry cohesionless soil, at zero external pressure, is equal to the maximum stable slope angle of the soil.
The solution takes into account the friction angle of the soil, wall roughness, backfill inclination and horizontal and vertical seismic accelerations.
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It was found that in C-band, which had an incidence angle of 23°, the soil moisture contribution to the sigma value was predominant over the vegetation contribution.
The proportion of sand and coal flash determines the granular composition and friction angle of the test soil.
In the latter case, more experimental studies are needed to evaluate the friction properties at the interface, since common expressions correlating the friction coefficient with the friction angle of the surrounding soil do not appear compatible with the centrifuge test results examined herein.
Additionally, the effects of the slide width, the buried depth of pipelines, the internal friction angle of soils, the cohesion of soils and the bulk density of soils are investigated through parametric studies.
The most common one for a C-∅ soil is the tangent of two-third of internal angle of friction of the soil as the angle of wall friction value for the soil concrete interface.
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