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1)  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。
2)  moderate-dip cataclinal slope
中倾顺层边坡
3)  low dip angle consequent slope
缓倾角顺层边坡
1.
The deformation failure mechanism of this low dip angle consequent slope was analyzed.
在工程地质勘察的基础上,对K28边坡在天然和饱水状态下的变形进行离散单元法数值模拟,分析了此类缓倾角顺层边坡滑移压致拉裂的变形破坏机制,以及地下水促进边坡变形破坏的作用机理,为边坡的工程治理设计提供合理的建议。
4)  Mechanism of failure of side slope by heaving
陡倾顺向边坡变形
5)  dip bedded rock slope
顺倾层状岩石路堑边坡
1.
The dip bedded rock slope is one of the familiar types of cutting slopes at present, its engineering characters take on large quantity, distribution and instability.
顺倾层状岩石路堑边坡是道路边坡工程中常见类型之一,该类边坡具有数量多、分布广和工程稳定性差等特点。
6)  flat-bed planefault rock side slope
缓倾顺层岩石边坡
1.
In this paper,it′s the first time to point out the instability of flat-bed planefault rock side slope has some productive relation with ice expansion,the Mud layer of its interlayer is related to the ice expansion.
本文初次提出缓倾顺层岩石边坡的失稳与冰胀作用有一定的成生联系,其层间所夹的泥层与冰胀作用有关;当边坡前沿形成临空面,有层间次生泥层的作用,若不及时支撑防护,边坡的滑移垮塌难于避免;关于冰胀产生的次生泥层,盼能引起工程地质界的关注。
补充资料:顺倾转圆
1.顺着斜面转动圆的物体。比喻非常便利。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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