Geoscience Reference
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Figure 10
(a) Configuration of deformed reinforcement; (b) relationships between
shear strength increase and reinforcement ratio. (From Shewbridge and Sitar, 1989.)
a closed-form solution was derived for determining the tension force in
reinforcement when the soil undergoes shear deformation. A more theoretical
study was presented in which the effects of different parameters on the width of
the shear zone were investigated.
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