橋頭路堤 的英文怎麼說
中文拼音 [qiáotóulùdī]
橋頭路堤
英文
approach embankment-
They crossed to the metal bridge and went along wellington quay by the river wall
他們橫過馬路來到鐵橋跟前，沿著河堤邊的惠靈頓碼頭走去。It is a common defect that the problem of depression of bridge approach in highway and expressway in home and abroad
高等級公路橋頭引道路堤沉降是國內外高等級公路比較常見的病害。According to economic accounting, we choose comprehensive manage way which can give consideration to both effect and economy
根據經濟核算，選擇兼顧處理效果和經濟性的橋頭路堤處治方案。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
應用這一理論，本文提出了採用半剛性擠密樁復合地基加固橋頭搭板枕梁下路堤實現，路、橋的剛柔過渡方法。針對低強度半剛性擠密樁計算理論的現狀，本文應用魏西克（ visic ）擴孔理論推導了計算樁土應力比的理論公式，可供設計階段採用。Catastrophic damages to structure can be made by lateral permanent displacement, namely large ground displacement, on gently sloping ground induced by liquefaction of saturated soil deposits during earthquake, which is the main type of seismic damages of highways, railways, bridges, docks, embankments, buildings, underground structures and lifeline engineering in liquefied area. in recent ten years, studies on the new type of failure made by liquefaction have been carried out
地震過程中由於飽和砂土液化誘發的小坡度地面側向永久位移即地面大位移對結構的破壞，是液化區公路、鐵路、橋梁、碼頭、堤壩、房屋、地下結構與生命線工程震害的主要形式之一，近十幾年來，人們越來越重視對這種新的液化破壞形式的研究。Design technology for bridge embankment in soft ground of lianyungang area
連雲港地區軟基橋頭路堤設計技術與對策The paper research the problem of depression of bridge approach of seasonal frozen zone according to highway chang ? u. it includes common ground soft ground, includes analysis of economic and engineering. at the same time, some treasures have been analyzed in contrast. the paper presents some measures to copy with soft ground and common ground
本文結合長余高速公路對季凍區的橋頭路堤沉降進行了分析，既有一般地基又有軟土地基，同時針對軟土地基的處置方式進行了深入的對比分析，既有技術上的又有經濟上的，還給出了對一般地基和軟土地基的一般處理方法，同時提出了應把橋頭跳車率控制在5以內的理論。The most of highway in our country have this matter because of differential settlement. the way in common use is set up a section between bridge abutment and embankment
對這個問題目前常用的解決方法是在橋臺和路堤之間設置一橋頭過渡帶，使得橋臺和路堤的工后沉降差能勻攤在這一過渡帶內。Based on the rigidity difference between abutment and embankment and the load difference between the connecting part and embankment, only realizing the rigidity gradation from abutment to embankment in the connecting part can solve vehicle bumping problem on freeway
基於橋臺與基礎和臺背回填土及其地基的剛度差異以及臺背回填與路堤的荷載差異特性，本文認為只有實現路橋的剛柔過渡才能徹底解決高速公路的橋頭跳車問題。分享友人