horizontal thrust meaning in English
横向推力
水平冲力
水平推力
Examples
- To solve horizontal thrust at arch feet and rheological change in soft soil is the first problem for arch bridge construction on soft soil ground
在软土地基上建造拱桥首先要解决拱脚处的水平推力以及软土地基的流变问题。 - The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level . in some cases , this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges . as a result , the performances of the prestressing reinforcement can be efficiently utilized
它利用拱肋承担压力，系梁预应力束抵抗拱端推力，吊杆及纵横桥面系结构承受桥面荷载，既克服了传统拱桥巨大的拱端推力，又改善了连续梁桥较大的弯矩和剪力的受力状况，最大限度地发挥了拱梁混凝土和预应力钢筋各自的特点，经济效益显著。 - ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced , the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ) , but when the water lever suddenly fell and did not think of other force , safe factor evidently reduced , the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter , the landslide will be destroyed too
( 6 )建坝工程荷载条件下河谷岩体力学环境分析及右岸古滑坡体的稳定问题分析得出：建坝后河谷的岩体应力量值明显增高，同时左岸的张应力区的范围及量值明显减小，主应力的方向依然与模型的底边界垂直；大坝建成后逐渐蓄水阶段以及同时考虑本区最强地震力的作用等各种不同的工况条件时，滑坡体及坝体总体上仍处于稳定状态；水位骤降时，在未考虑其他外力作用的情况时，滑体的安全系数将显著降低。若考虑水位骤降及本区最大地震力的共同作用，坝体将在滑坡体下滑推力的作用下产生破坏；建坝后水平推力对右岸古滑坡体稳定性的影响分析可以看出，在最危险的工况条件下，坝体及滑坡体也将处于临界状态；在长期渗透变形的作用下，由于滑带的物理力学参数的降低而有可能导致坝体失稳破坏。