It shows that the failing stress is independent of kinds of reinforcement, but relate to tensile strength of concrete.
在配筋直径相当的情况下,开裂粘结应力和破坏粘结应力与筋种无关,而只与混凝土的抗拉强度有关。
When it was tensile failure, the curve of stress-strain relationship was softening and the reinforcement only increased the angle of internal friction of soil.
当发生拉断破坏时,其应力-应变曲线为软化型,此时加筋仅增加土体的粘聚力分量;
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