求翻译：同简单土坡的整体稳定性计算相比， 加筋土墙的整体稳定性有其自身特点： 一是圆弧穿过加筋体，一是圆弧在加筋体外。 前一种情况由于拉筋要参与工作， 后一种与拉筋无关。 根据日本的经验， 两种情况下计算得出的定值法的安全系数差别不大，但前一种计算比较复杂，故一般只计算后一种是什么意思？

Compared with the overall stability of the simple slopes, the overall stability of the reinforced walls has its own characteristics: First, the arc through the reinforcement, one arc reinforced in vitro. In the former case the stretch to participate in the work, the latter has nothing to do with the

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Compares with the simple soil bank overall stable computation, the reinforcement dirt wall overall stability has its own characteristic: One is the circular arc traversing reinforcement body, one is the circular arc in reinforcement in vitro. Because the preceding kind of situation braces needs to p

Compared with the simple calculation of slope stability, and overall stability of reinforced soil retaining wall has its own characteristics: a is an arc through the reinforced body, is a circular reinforced in vitro. First because the bar is involved, the latter is independent of the bar. Based on

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