路基工程 的英文怎麼說
中文拼音 [lùjīgōngchéng]
路基工程
英文
roadbed construction-
Lime soil applied in highway subgrade engineering
石灰穩定土在路基工程中的應用Highway greening and plant protection for subgrade engineering
公路綠化與路基工程的植物防護Expansive soil is one kind of high plasticity clay which may bring civil engineering heavy damage. it may make construction, especially the engineering of high - type roadbed, appear failure deformation. it is a kind of long - term latent danger to people ' s life
膨脹土是一種會給工程帶來嚴重破壞的高塑性粘土，特別是對高等級公路路基工程和大型結構物所產生的變形破壞作用，往往具有長期、潛在的危險。Research on application of sasw method to foundation and subgrade engineerings
法在基石礎工程和路基工程中的應用研究Development and study of engineer graphic simulating model lab
基於網路的工程制圖虛擬現實輔助讀圖系統的設計與實現技術Standard for constructional quality acceptance of railway subgrade engineering
鐵路路基工程施工質量驗收標準In this paper, combined with the research project " study on the design, construction and quality monitoring of foundations in karst and mined - out regions along tanshao highway " financed by the department of communication of hunan province, a deep analysis has been made to find out the factors influencing the safe thickness of bearing stratum under the pile tip in karst region. three simplified models are set up to calculate the safe thickness, from which empirical calculation formulas are deduced. and a few important conclusions drawn from the discussion can be used to guide engineering practice, which are also valuable materials for the revision of current criterions later
本文結合湖南省交通廳「潭邵高速公路巖溶及采空區路、橋基礎設計施工與質量監控方法研究」研究課題，以潭邵高速公路為工程依託，通過深入分析巖溶區基樁樁端持力層安全厚度的影響因素，提出了樁端持力層安全厚度計算的三類簡化模型，以此為基礎，推導出了樁端持力層厚度計算公式，並通過討論得到了可用於指導工程實踐的幾點重要結論，可供今後規范的修改參考；本文針對巖溶地區的特殊情況，提出了巖溶區樁基設計方法及具體設計步驟，並借鑒國內外巖溶區樁基的成功經驗，提出了巖溶區樁基設計處理幾種特殊方法，可供同類工程借鑒；另外，本文通過具體的工程實踐，系統總結了巖溶區樁基施工技術及常遇問題的處理方法。Taking the characteristics of road and bridge engineering into account, this paper makes systematic analysis and study on applications of static gps in data processing of surveying in road and bridge engineering : the feasibility of using single point positioning result as starting point is studied and the influence of it on baseline solution is discussed ; on account that the software provided along with instrument by vendors usually does not support coordinates in the independent engineering coordinates system from gps observations, a simple and effective method is represented for the gps data processing in the independent engineering coordinates system and is programmed. through real examples the method and programs are testified ; from gps surveying the wgs - 84 coordinates are acquired, while in reality coordinates in local coordinate system are needed, so conversion from wgs - 84 coordinates to local coordinates is necessary
結合路橋工程的特點，對靜態gps在路橋工程式控制制測量中的數據處理作了系統的分析和研究： ?對單點定位結果作為起算點的可行性進行了研究，並探討其對基線解算的影響； ?鑒于商家提供的隨機軟體往往不支持利用gps觀測得到工程獨立坐標系中坐標，為工程獨立坐標系gps數據處理提供了一種簡便有效的方法，並編制了相關的處理程序，通過實例驗證，程序是正確的、方法是可行的； ? gps測量得到的是wgs - 84坐標，而實用上需要的是地方坐標系坐標，因而得把wgs - 84坐標轉換地方坐標系坐標。This text tells about the rebuilding of the no. 210 national highway from suide to yulin. it works over the technique of roadbed engineering, the project of pavement engineering, the outline of bridge structure and technique, the establishment of traffic engineering
本文從國道210改建工程綏德至榆林段的建設出發，分別對國道210路基工程的技術特徵、路面工程的技術方案、橋梁的結構與技術要點、交通工程設施進行研究。On construction scheme decision - making of mechanized operation on roadbed in the northwest of china
西北部路基工程機械化施工方案的決策研究Form the observation date obtained during construction, the geological parameters may reasonably be determined by direct optimal method such as powell so that it minimizes the squares of differences between calculated and measured quantities ( objective function ). adopting fem and the roadbed settlement after construction is calculated. then a back analysis program of fem for soil is given
文中首先基於biot固結理論分別採用e - v非線性彈性模型和merchant粘彈性模型兩種模型有限元方法，根據施工期實測資料，採用直接優化反分析方法，分層分部反演地基土體的計算參數，然後計算路面鋪筑後的工后沉降，並對將通過兩個軟土路基工程實踐驗證其可靠性。Considering that the load was added in steps, dynamic design based on in - sile test parameter is an effective and practical method. based on the author ' s experience of djm composite ground engineering, and two projects of highway djm composite ground, it systemically analyzed and summarized the in - site test result as well as the settlement deformation, pore water pressure dissipation, deep horizontal displacement, stress ratio, stress of pile. etc. it also compares the in - site test results of djm composite ground with or without rigid bearing stratum, and draws many practical conclusions
根據筆者多年粉噴樁加固路基工程的經驗，結合兩個高等級道路粉噴樁加固路基工程實例，全面系統地分析和總結了現場試驗路段試驗結果，對攪拌樁復合地基沉降特性、孔壓消散特性、深層水平位移特性、樁土應力比、樁身應變等作了深入細致地分析，對有硬持力層和無硬持力層（浮樁）的粉噴樁復合地基現場試驗結果作了對比，得到了許多有應用價值的結論。Code for construction and acceptance of municipal road base works
城市道路路基工程施工及驗收規范On the application of gangue in the highway embankment construction
煤矸石在公路路基工程中的應用研究Construction of subgrade engineering for 25 section of line on xian - nanjing railway
西南線第25標段路基工程施工Now, we will report the current embankment engineering proposal to the experts here
下面就目前的路基工程方案向各位專家進行匯報。Discussion on buried seat of thermal insulation material for subgrade engineering in permafrost soil zone
凍土地區路基工程中隔熱材料埋設位置的探討This is the first time to apply prestressed carbon fiber to roadbed engineer in the world. the high tensile strength and corrosion - resisting property of prestressed carbon fiber make it possible that the soil is in triaxial state of stress. therefore, the embankment fill can be compacted, the settlement can be reduced and side slope stability can be improved
本課題第一次將預應力碳纖維技術應用於路基工程中，利用碳纖維的高抗拉強度和高耐腐蝕性，對其施加預應力，使路基土體處於三向受壓應力狀態中，從而加強路堤填料的密實程度、減少路堤的總沉降、增加邊坡的穩定性。By comparing and analysing the computed results and the change of the raised permafrost table, a concl usion is gived that the roadbed with insulations on the permafrost protects the permafrost well under itself, and the rational position and thickness for insulation were suggested
通過對計算結果和多年凍土上限變化的分析比較，得出了在多年凍土區路基中鋪設保溫材料對路基面下多年凍土具有明顯的保護作用，總結出在多年凍土區路基工程中鋪設保溫層的合理厚度與位置。This paper finally reasoned that eps is practical and effective in the frozen earth roadbed project and raised the disadvantages during research and some problems that should be noticed in order that eps can be made full use of insulating heat
論文最後得出了eps保溫板在凍土路基工程中應用是可行的，也是有效的，提出了為使保溫板保溫隔熱性能充分發揮應注意的問題。分享友人