Single-component sliding block anal

Single-component sliding block analyses produce results that
are consistent with multiple-component analyses for relatively
flat ~less than about 10°–15°! slopes. Singlecomponent
analyses generally tend to underpredict displacements
for slopes whose stability is governed by frictional
strength, and overpredict displacements for slopes with cohesive
strength. For steeper slopes, the predictions of singlecomponent
models diverge from those of multicomponent
models by an amount that increases with increasing slope
inclination and increasing static factor of safety. The component
of motion parallel to the strike of the slope has little
influence on the permanent displacement of most slopes, unless
the failure surface is significantly asymmetric or the
slope is kinematically unconstrained against displacement in
that direction.

結果 (繁體中文) 1:

單組分滑動塊分析產生效果的較符合多組分分析平 ~ 小於 10 ° — 15 ° 左右 ！斜坡。Singlecomponent分析一般傾向于低估了位移邊坡的穩定性被受摩擦強度，和高估了的位移的斜坡與凝聚力實力雄厚。為陡峭的斜坡，singlecomponent 的預測模型偏離的多組分模型由隨坡度增加而增加的數額傾角和增加靜態安全係數。該元件議案的平行于邊坡的罷工已甚少對大多數的斜坡，永久位移的影響除非破壞面是明顯不對稱或邊坡是反對在位移運動學約束這一方向。

結果 (繁體中文) 2:

單組分滑塊分析產生的結果
與多組分一致分析了相對
平坦〜小於約10°-15°！山坡上。Singlecomponent
分析一般傾向於underpredict位移
邊坡穩定性的是由摩擦支配
力量，高估了位移與凝聚力斜坡
的實力。對於坡度較陡，singlecomponent的預測
模型從這些多元的發散
模型由隨坡度的增加量
傾向和提高安全性的靜態因素。該組件
的運動平行於斜坡的走向關係不大
大部分斜坡的永久位移的影響，除非
破壞面是顯著不對稱或
斜率反對位移運動學不受約束的
那個方向。