其它多数金属没有这种平的屈服区域。
在界面的弹性变形区域的应力分布呈直线型，这种线性分布从截面中性轴开始到其屈服区域结束。
In the elastic region of the cross-section, the stress distribution varies linearly from the neutral axis to the beginning of the yielded area.
群锚周围土体的屈服区域随覆土深度增加而增加，增加地锚的水平间距能减少地锚拉拔力受群锚效应的影响。
The yielding zone of the anchor groups increase as overburden depth increase. The efficiency of anchor groups can be eliminated as the anchors spacing are increase horizontally.
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