Pusat Jual Geotextile di Palembang | Geotextile KN, GRAM, KELAS Lengkap

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reinforcement forces has little effect on the factors of safety, as long as the calculations
are done using limit equilibrium methods that satisfy complete static equilibrium Just
for verification purposes, factors of safety for model B were also calculated using
nonrigorous limit equilibrium approaches that decouple the effect of reinforcement forces
and the normal stresses along the potential failure surface In this case, the factors of
safety calculated using tangential reinforcement forces were consistently higher than those
estimated using horizontal forces A reinforcement force tangential to the failure surface tends to produce a larger
moment than a horizontal force, but it has a smaller contribution to the normal forces (and
shear strength) along the shear surface Since the two effects tend to compensate for each
other, the net effect of the selected reinforcement force orientation is thus small (Wright
and Duncan, ) This rationale is corroborated by the results obtained for model B
and indicated in for increasing g-levels At low g-levels, the contribution of
the soil resisting forces to the structure stability is penalized by a high factor of safety
affecting the soil strength the calculations Consequently, the effect of reinforcement
moments IS comparatively larger, and higher factors of safety are obtained when
tangential forces are assumed in the calculations Conversely, at high g-levels the
contribution of soil resisting forces to the structure stability is only slightly decreased
or even increased (for FS<lOO) in the calculations this case, the effect of stresses
n0ITn' to the shear surface is comparatively larger, and hlgner factors
obtained when horizontal forces are assumed in the calculations
safety are Effect of geotextile overlaps Current design of geotextile-reinforced slopes does not take into account the effect
that geotextile overlaps may have on the internal stability of the structure However, the
breakage of geotextile overlapping layers that are near the base of the models clearly
indicates that the overlaps work as additional reinforcements As discussed in Section
, reinforcement overlaps intersected by the failure surface did fail by geotextile

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