例句與用法

1.Applicafion of semiarch - type transition slab at bridge head
半拱式弧形橋頭搭板的應(yīng)用

2.After investigating the cause the damage to the bridge , i think it includes two factors , one is singly board to afford the force . the other is one of evacuated base of face plates connecting with bridge . this problems lie in almost all high ways
對宣大高速公路小橋涵進(jìn)行病害調(diào)查后，總結(jié)分類病害存在主要為單板受力和橋頭搭板底脫空，這也幾乎是所有高速公路都普遍存在的問題。

3.This paper summarizes the cause of jump at bridge abutment and damage degree , and researches the jump mechanism in the segment having bridge abutment slab and not having bridge abutment slab , and puts forward the trajectory equation when the vehicles jump
本文對橋頭跳車病害產(chǎn)生的原因、危害程度進(jìn)行了歸納分析，對設(shè)置橋頭搭板路段和未設(shè)置橋頭搭板路段的跳車機(jī)理進(jìn)行了分析研究，提出了車輛在橋頭跳車時的軌跡方程。

4.To the cause of the evacuated bare efface plate . connecting with bridge , we refer to other means used in highways and search a method of injecting the grout to the base . during almost one year , the result was satisfying what is more the method is simple . adaptable and benifical
橋頭搭板底脫空的病害，在參考其他高速公路的處治方法，制訂了橋頭搭板注漿的方法，在處治完后的近一年的使用期內(nèi)，效果良好，其方法簡單、適用、經(jīng)濟(jì)。

5.According to the theory , the method of using half - rigid pile reinforce the embankment below the corbel of the approach slab which form a composite foundation and realize rigidity gradation , is put forward in this paper and the formula to calculate pile - soil stress ratio in light of visic curvity expansive theory is also deduced here which can be used in design
應(yīng)用這一理論，本文提出了采用半剛性擠密樁復(fù)合地基加固橋頭搭板枕梁下路堤實現(xiàn)，路、橋的剛?cè)徇^渡方法。針對低強(qiáng)度半剛性擠密樁計算理論的現(xiàn)狀，本文應(yīng)用魏西克( visic )擴(kuò)孔理論推導(dǎo)了計算樁土應(yīng)力比的理論公式，，可供設(shè)計階段采用。