高路 的英文怎麼說

中文拼音 [gāo]
高路 英文
secondary intake valve
  • : Ⅰ形容詞1 (從下向上距離大; 離地面遠) tall; high 2 (在一般標準或平均程度之上; 等級在上的) above...
  • : 1 (道路) road; way; path 2 (路程) journey; distance 3 (途徑; 門路) way; means 4 (條理) se...
  1. Andstart scrubbin ' with some colgate, yuck mouth

    高路潔好好刷刷牙你的牙真惡心!
  2. In order to improve the load transfer ability of the highway with heavy traffic, a dowel bar can be installed in the contraction joint of the rigid pavement

    摘要對于交通量日益增大的速公,可以通過增設傳力桿來提高路面縮縫的傳荷能力,有效地減少錯臺和斷板現象。
  3. Through discussion of numerical solution, the author get the effect of height of filled soil, size of culvert, width of valley, property of filled soil, construction procedure and techniques on soil stress of the culvert top ; 3. through the centrifuge test, the paper validates the reliability of numerical calculating on high - stack soil ; 4. the paper puts forward the simplified calculating method of soil stress of the culvert top on the foundation of numerical simulating and centrifuge modeling

    通過對數值解的討論,得到填土度,涵洞截面尺寸,溝谷底部寬度,溝壁坡角,填築體性狀,施工速度,地下水對豎向位移場及涵洞頂部土壓力的影響情況; 3通過離心機的模擬試驗,驗證了數值計算對高路堤的計算結果的可靠性; 4在數值模擬和室內離心機模型試驗的基礎上,提出了填方涵洞頂部土壓力簡化計算方法。
  4. Culvert under high - stack soil is a ubiquitous phenomena in road constructions in mountain, self - compression of high - stack soil can not be ignored, soil pressure at the top of culvert is affected by many factors, including the height of high - stack soil, section size of culvert, width of the bottom of valley, grade of valley, property of filled soil, construction procedure and techniques

    高路堤下埋設涵洞是山區公建設的一種較為普遍的現象,高路堤自身壓縮較大,不可忽視,涵洞頂部土壓力的大小又受很多因素的影響,包括填土度,涵洞截面尺寸,溝谷底部寬度,溝壁坡角,填築體性狀,施工工序與工藝等。
  5. Its can amplifier the capability of traffic and service level, improve environment and energy efficiency

    Its的建立可以提高路網通行能力和服務水平,改善環保質量,提能源利用率。
  6. Construction technology of prestressing anchor cable consolidation for high road cut side slope

    預應力錨索加固高路塹邊坡施工技術
  7. Construction of high embankment in road - bridge transitional section easily fluidized by vibration

    震動液化區橋過渡段高路堤施工技術
  8. Improving the automated control and management level of street lamp with advanced technology has become more and more important during the construction of city road lighting system

    採用先進技術提高路燈自動化控制與管理水平,已經在城市道照明系統建設當中發揮著越來越重要的作用。
  9. In this paper, on the basis of the numerical analysis with the concept of equivalent soil mass with reinforcement and shake table model test, the calculation of high loess embankment with geogrid - reinforcement in highway is carried out under static loading, and the dynamic response of high reinforced sand - gravel embankment with grogrid - reinforcement in highway is tested under earthquake. the behaviors of loess embankment are indicated as the following : ? he stress and deformation varies with reinforcement design conditions and foundation types

    本文通過將土工合成材料與土體視為加筋等效土體的數值計算方法和振動臺模型試驗,以加筋黃土高路堤和豎直擋板加筋砂礫土高路堤為研究對象,計算分析了不同堤基上不同加筋設計條件下黃土高路堤的靜應力及變形變化規律,試驗研究了不同加筋條件下砂礫土高路堤的動力反應特性。
  10. With the economy growth and the rapid increase of automobile, traffic jam is becoming more and more severe, and it is an imperative problem what kinds of traffic control and guidance methods can be applied to lighten it and effectively improve traffic systems " efficiency

    隨著經濟的發展和汽車擁有量的快速增加,交通擁擠現象日益突出,採用何種交通控制與誘導方法來減輕擁擠有效提高路網的使用效率成為一個急需解決的交通問題。
  11. In the end, this thesis sums up the application method of improving the road roughness and then make a test during the construction of shi - huang freeway and jing - hu freeway. all in all, this research has some referring value of improving the construction quality and road roughness

    本文最後總結了提面平整度的工藝措施並在石黃速及京滬速公施工中,已實踐並得到驗證。總之,該研究對控制面施工質量,提高路面平整度具有一定的參考價值。
  12. Optimization of suspension can reduce vehicle dynamic load and improve the life of road, so we introduce the semi - active suspension. by changing the output equation and target function of control system, we can establish many semi - active suspension vehicle models

    懸架結構的調整可以降低車輛動載、改善車輛對面的破壞性作用(即動載) 、提高路面的使用壽命,因此,作者引入了半主動懸架技術用於改善車輛動載。
  13. The article brings forth a reasonable traffic consuming module to coordinate the game relationship and improve road network efficiency, that is, the optimized or almost optimized status of the system and customer - optimized status with traffic information lacking could come into fact when the traffic governor allot traffic flow based on system equilibrium principle, take passenger ’ s path choosing behavior into consideration and take the preponderant advantages to make the traffic flow at optimized or almost optimized status through traffic control system and guidance system

    本文提出了一種有效協調二者關系,建立合理的交通消費模式,以提高路網效率的解決方案:當交通管理者以系統最優的方法進行交通流分配時,應預先考慮用戶的徑選擇行為,利用其信息優勢和主導地位通過交通控制和交通誘導使交通流接近或達到系統最優狀態,同時實現出行者信息缺乏狀態下的用戶最優。
  14. The reference values of strength parameters of the grounds and rock - fillers of the high rock - filled embankment on liuzhai - shuien highway in guangxi are obtained in this paper by synthetically analyzing the construction technology at home and abroad and indoor rock tests. by comparing the analysis method of settlement laws and thoroughly analyzing the datum of the embankment settlements of liuzhai - shuiren highway from the whole cons truction period, a new method generated from expectation technology to analyze the embankment settlement laws, " compete " growth curve, is presented in this paper and the result tallies with the observation data. for there are shortcomings in indoor rock tests, in this paper by combining finite element method with duncan - chang nonlinear constitutive model and composite method, a method for back analysis of the strength parameters of rock fillers is presented with a corresponding program, which has been successfully applied

    通過對國內外已有填石堤修築資料的綜合分析及室內巖石試驗,獲得了寨任二級公填石堤地基及填料強度參數的參考值;通過對堤沉降發展規律現有分析方法的比較及對廣西寨任二級公填石堤修築工程中的沉降全過程觀測資料深入分析,運用預測技術,提出了基及堤沉降發展規律分析的「龔帕斯」成長曲線分析方法;針對室內巖石試驗的局限,運用有限元技術,結合鄧肯一張非線性本構模型和復形調優法,提出了填石堤填石料強度參數的反演方法,開發了相應的反演分析程序,並成功地反演了廣西寨任二級公高路堤填石料的強度參數值。
  15. The model was used to analyze the stability of reinforced high embankment in beizhang gully area, and the result accorded with the facts, which verified that the effecting factors of the stability of reinforced high embankment can be described more comprehensively by the fuzzy information optimization method and the result is reasonable

    通過對北張溝加筋堤進行的穩定性分析,表明該模型能較全面地考慮加筋高路堤邊坡穩定性的影響因素,評價結果合理。
  16. By thoroughly analyzing the methods on slope stability of high rock - filled embankment, in this paper, a new kind of composite evolutionary algorithm is formed to search the critical slippage surface and also discussed in this paper is a new way to simplify the procedure of general slice method for stability analysis

    本文還通過對目前國內外高路堤邊坡穩定性分析方法的綜合分析和深入探討,簡化了極限平衡法中的通用條分法的求解過程,並結合現代優化方法,提出一種新型的混合演化演算法對填石堤邊坡臨界滑動面進行搜索。
  17. Product function : soft soil subgrade strengthening, reinforced embankment & slope, strengthening separation, bounding deformation of foundation, prevent road from reflection crack, increasing the intensity of subgrade. it can strengthen soft subgrade of kinds of roads and railways ; prevent road from reflection crack ; enhance the strength of subgrade ; reinforcedriverbank, embankment and slope ; homogenize the stress ; adjust settlement ; improve the stability and bearing capacity of the basement ; strengthen road and bridge tops

    產品功能:軟土基加強,堤邊坡加筋,加強隔離,約束地基變形,防止道反射裂體,提高路基的強度.各種道、鐵等軟基加強,增強基的強度;河岸、堤、邊坡起加筋,均化應力,調整沉降,提基底穩定和承載力;道橋臺面的加強。
  18. In view of a suburb major trunk road pavement failure, mainly from surface depression, cracking and slipping, water destruction, design failure, this paper analyzes the cause of destruction, proposed the preventive measure, to avoid the early destruction of the pavement, thus enhancing the quality of the road surface and lengthening the service life of the road

    摘要針對市城郊某主幹道的面破壞現象,主要從面沉陷、裂縫和滑移、水破壞、設計不合理等幾個方面分析瀝青面產生破壞的原因,同時對應地提出了瀝青面破壞的預防措施,以此引起廣大道設計人員與施工人員的重視,避免瀝青面的早期破壞,從而提高路面的使用質量和延長道的使用壽命。
  19. Analysis on settlement character of red sandstone high embankments in changzhang expressway

    常張速公紅砂巖高路堤沉降特性分析
  20. The composer anatomizes the present compacting ratio value with the stress distribution property under vehicle load and dead weight load, then pures the smallest stress place in the embankment according to the stress distribution property, and suggests a actual compacting ratio value for embankment firstly according to internal load stress distribution curve. and questions simplified calculation methods for the settlement of embankment

    通過堤在車輛和自重的荷載作用下的應力關系,對現有壓實度標準進行剖析,依此受力特性推導出基中最小應力發生的位置,根據高路堤內部荷載應力分佈曲線,首次提出符合堤受力特性的壓實度標準。
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