approach slab造句
例句與造句
- Finally , the paper tests the effect of the flexible approach slab used in the real project and sums up the techniques and requirements of construction
最后，結(jié)合實際工程進行了分析驗證，同時對楔型柔性搭板的施工過程和要求進行了總結(jié)。 - Through the laplace transform method , the author has a systemic study on the tolerable differential settlement of the bridge approach with and without approach slabs
本文通過拉普拉斯變換對設(shè)和不設(shè)搭板路橋過渡段的容許差異沉降進行了系統(tǒng)研究。 - Directed against the jump disease at bridge abutment in the high - grade highway , for the first time , the paper puts forward the treatment method of the flexible approach slab , which is consisted of geocell
針對我國高等級公路路橋過渡段橋頭跳車病害嚴(yán)重的現(xiàn)狀，本文首次提出了由土工格室構(gòu)成的楔型柔性搭板處治技術(shù)。 - With the help of marc program , the author , through simulating the different foundation condition , analyzes the changed rule of stress and displacement , discusses the active mechanic of the flexible approach slab in dealing with the jump
文中運用marc軟件，通過模擬不同的地基條件，分析應(yīng)力和位移的變化規(guī)律，研究了楔型柔性搭板在處治橋頭跳車中的作用性狀。 - By analyzing the effects of some factors on the settlement of backfill behind abutment , such as module of embankment filler , module of flexible approach slab , spacing , layer nlength , the paper proposes some important design parameters . as a result , the design is optimized
通過分析路基填料類型、柔性搭板模量、間距、層數(shù)、長度等因素對沉降的影響，得出了一些有指導(dǎo)意義的設(shè)計參數(shù)，從而優(yōu)化了設(shè)計。 - It's difficult to find approach slab in a sentence. 用approach slab造句挺難的
- Then , taking into account the effect of the compression of the approach roadway and the differential slope of the bridge slab , the author analyzes the dynamic response of man - vehicle - road system when the vehicle approaches and leaves the bridge by means of laplace transform , the curve of man ' s acceleration versus time , the vertical force between the vehicle and road versus time , the man ' s maximum transient vibration value and the maximum force between the vehicle and road are got , and the program about the calculating progress above are edited . based on the analysis above , the influence on the maximum transient vibration value of some parameters about the vehicle and road such as the movement direction and speed and weight of the vehicle , the differential slope of the bridge slab and the length of the approach slab , are studied , and some conclusion are given
分上橋和下橋兩種情況，考慮車路耦合和橋面沉降坡差的影響，對車輛通過設(shè)和不設(shè)搭板的路橋過渡段時“人?車?路”系統(tǒng)的相互作用用拉普拉斯變換法進行了動力響應(yīng)分析，得到了人的加速度及路面對車的垂直作用力隨時間的變化曲線、人的加速度最大瞬態(tài)振動值和路面對車的最大作用力，分析了車輛的行進方向、速度和載重，橋面沉降坡差和搭板長度等車和路各參數(shù)對計算結(jié)果的影響，并編制了相應(yīng)的計算程序。 - 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。 - The author respectively gives the calculating model including the end of the bridge and the approach embankment with and without approach slabs according to the real differential settlement that occurred , and , according to the effect to the comfort and safety of the vehicle passing bridge approach , takes the tolerable differential movement of the embankment / structure interface and the tolerable differential slope of the approach slab as the tolerable differential settlement when with and without the approach slab respectively
論文根據(jù)路橋過渡段的實際差異沉降圖式分別確定了不設(shè)和設(shè)搭板的路橋過渡段計算模型，根據(jù)對行車舒適性和安全性的影響，把容許臺階高度和搭板容許縱坡變化值分別作為不設(shè)和設(shè)搭板路橋過渡段的容許差異沉降控制指標(biāo)。