1) bedding bank slope with variable obliquity
变倾角顺层岸坡
2) 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。
3) bedding bank slope
顺层岸坡
1.
Taking a bedding bank slope including weak interbed in Three Gorges area as an example and through 3D finite element numerical modeling, the influence of weak interbed to bank slope rock mass stress and displacement is studied, is less than as well as displacement characteristics of weak interbed when storage water and storage level 175 m.
以三峡库区某含软弱夹层顺层岸坡为例,通过三维有限元数值模拟,研究未蓄水和蓄水至175m高程时,软弱夹层对岸坡岩体应力、位移的影响以及软弱夹层的位移特征。
4) near horizontal layer bank slope
缓倾层状岸坡
5) moderate-dip cataclinal slope
中倾顺层边坡
6) stratified side slop with gently inclined bedding
缓倾角层状边坡
补充资料：岸谷之变
1.《诗．小雅．十月之交》:"高岸为谷，深谷为陵。"毛传:"言易位也。"郑玄笺:"易位者，君子居下小人处上之谓也。"后因以"岸谷之变"比喻政治上的重大变化。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条