1) surface apopgysis
表面隆起
2) metal surface bump
铝液表面隆起
1.
Based on a rational analysis of magnitude orders, the authors have obtained simplified equation systems at two levels, from which the fundamental pattern of the flow and its revision have been deduced smoothly; the damp effect of the vertical component of the magnetic field has been reasoned logically and the cause of the metal surface bump has been shown clearly.
垂直磁场对水平流动的衰减作用清楚地显示出来,铝液表面隆起现象也得到了合理的描述和解释。
3) ground heave
地表隆起
1.
Although the ground heave is smaller behind the driven piles,the effects of driven piles on ground surface heave are different for different interval of pile dri.
基于理论分析结果及有限元数值模拟,分析了打桩过程中软土中已打入桩对水平位移及地表隆起的遮拦作用。
4) water pile
液面隆起
1.
Based on water-entry dynamic and water-entry ballistic theories,the oblique water-entry process of disk ogive is simplified and a wetted correction factor is introduced in order to accord with the true water pile phenomena,and an oblique water-entry impact model coupled with ballistic and dynamic models are established.
以冲击体入水动力学和入水弹道学理论为基础,针对平头尖拱体入水冲击这个复杂物理现象,引入体现液面隆起现象的沾湿因子,用等效液面代替自由水平液面,建立了斜入水高速冲击的运动学和动力学冲击模型,其中动力学模型是根据平头尖拱体沾湿面的具体几何形状而建立。
5) surface upheaval
地面隆起
1.
It results in the surface upheaval and moving away of deep soil from the tunnels.
土压平衡盾构施工通常会对周围土体产生挤压作用,导致地面隆起和深层土体向远离隧道方向移动。
6) floor lift
底面隆起
补充资料：大兴隆起
北京活动构造带。斜贯北京小平原中部，呈北东走向，隐伏于地表之下。面积约为1300平方公里。大兴区域大部处于隆起的中部。其西北侧为北京凹陷，东南侧为燕郊－牛堡屯断裂、大厂凹陷，两侧分别以南苑－通州断裂带及永乐店－夏垫－马坊断裂带为界。南段与南各庄－长子营断裂、廊固凹陷为邻。隆起西北高而东南低，高点埋深仅几十米，位于黄村镇与南苑镇之间，形成于第三纪，上覆50～1000米左右的第三系和第四系地层，内幕是由中上元古界和古生界组成的蓟县系、青白口系、寒武系、奥陶系地层。次级背斜轴部在高点东向，约在榆垡－马驹桥一线。新生界地层由西北向东南逐渐加厚。大兴隆起的两侧有次一级的断裂下降活动，与北京凹陷相应，形成地垒式的构造。隆起的上部地表呈平原地貌形态。
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