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1)  Mechanism of failure of side slope by heaving
陡倾顺向边坡变形
2)  layered dip rocky slope
顺倾边坡
1.
Based on the elastic differential equation of flexural slumping rock layer in layered dip rocky slope and its accurate solution, the critical length expression of flexural slumping rock layer is established with energy method; and the major influencing factors are summarized and their first and secondary relationships are analyzed through predominance analysis.
基于顺倾边坡岩层滑移弯曲的弹性微分方程及其精确解,应用能量原理建立了岩层滑移弯曲失稳的临界长度计算式,归纳出主要影响因素,并应用优势分析法探讨了各影响因素的主次关系。
3)  steep bedding rock slope
陡倾顺层岩质斜坡
1.
Through the collection of systemic references and great amounts of location investigation,it is found that there is another typical form of deformation and failure for steep bedding rock slope,namely,toppling deformation.
通过系统的文献收集及大量现场调查发现,陡倾顺层岩质斜坡还存在一种典型的变形破坏形式,即倾倒变形。
4)  high bedding slope
高顺向边坡
5)  anti-inclined slope
反倾向边坡
6)  moderate-dip cataclinal slope
中倾顺层边坡
补充资料:顺向
1.归附。
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