gravity wall的例句大全

Study of Seismic Active Earth Pressure Acted on Gravity Wall in Backfill Sand

回填砂土重力式挡土墙地震动土压力研究层状填土主动土压力计算方法的改进

structural design methods for this type of wall are more complex than for a gravity wall.

这种类型的结构设计方法要比重力式挡土墙的设计方法复杂的多.

The Effect of the Shape of Gravity Retaining Wall on Its Stability in Slope Reinforcement

边坡重力式挡墙加固中挡墙型态对自身稳定性的影响

Its position keeps fixed relatively owing to two factors which is circumferential ligaments in stomach and a certain tension of stomach wall, so it can maintains daily function When the factors change, because of gravity gastroptosis happens.

胃的位置所以保持相对固定，与两个因素有关：一是胃周围的韧带将其固定；二是胃壁保持一定的张力。

Factor analysis for back incline of gravity concrete block quay wall

重力式方块码头后倾因素分析

Study of Passive Earth Pressure on Gravity Retaining Wall with Arc Rupture Surface

圆弧破裂面时挡土墙的被动土压力分析计算

Application of Cement Mixed Pile Lattice Form Gravity Breast Wall in Foundation Pit

格构式重力挡土墙在基坑支护中的应用

The Design and Construction of Gravitational Anchor Rod Retaining Wall Application of Composite Support Struction of Soil-Cement Gravity Retaining Wall

水泥土重力式挡墙组合围护结构的应用

I am back to Beijing again, red wall, gray tile, Beijing gravity.

我又回到北京了。红墙灰瓦，大城北京。

Analysis and Remedial Measure of Slip in Gravity Retaining Wall

重力式挡土墙滑移现象分析及补救措施

The designing procedure of gravity retaining wall when excavation angle is bigger than surface soil frictional angle

开挖坡度角大于土体表层内摩擦角情况下重力式挡土墙设计程序

The conclusion is that using gravity retaining wall alone will be comparatively uneconomical.

单纯采用重力式挡土墙是不经济的.

In design of gravity retaining wall, the traditional evalutating method is factor of safety method.

在重力式挡土墙设计中, 传统的设计方法是安全系数法.

Some suggestions were proposed to the calculation of earth pressure in gravity retaining wall design.

对重力式挡土墙设计中土压力的计算具有一定参考价值.

Collective drawings for gravity retaining wal The wall cut off our view.

重力式挡土墙通用图集墙挡住了我们的视线。

After comparison with gravity retaining wall and railway bridge, the new-style prestressed anchor sheet-pile retaining wall was selected to meet the request of laying triple-track on 40 m wide platform at rock slope of 30 °.

在平均坡角为30°的山区岩坡上，要求在40m宽的平台铺设三线铁轨，经过重力挡墙及架桥等方案比较，选择了新型预应力锚拉式桩板墙的结构。

The Clear Solution of the Critical Specific Gravity of Slurry Propping the Trench of Diaphragm Wall-The Bottom of Slump Mass Does not Cross the Groundwater Level

地下墙护壁泥浆临界相对密度的显式解&坍体底面未及地下水面