挖土機手 的英文怎麼說

中文拼音 [shǒu]
挖土機手 英文
pitman
  • : 動詞(用工具或手從物體的表面向里掘取) dig; excavate; scoop
  • : machineengine
  • : Ⅰ名詞1 (人體上肢前端能拿東西的部分) hand 2 (擅長某種技能的人或做某種事的人) a person doing or...
  • 挖土機 : excavator; navvy; shovelling machine
  1. Our excavation team consisted of twelve vehicles, including three excavators, a bulldozer, three tractors, two 35 - ton trucks, one eight - ton truck, and two jeeps. these vehicles were deployed in the severely hit areas of chungliao and chichi to open roads and clear debris from collapsed buildings and streets

    我們的車隊,包括了三臺大型的怪一臺堆三輛拖板車兩輛35噸的貨車一輛8噸的貨車兩輛吉普車,共十二部組成。
  2. Sells cabinet knobs, handles, bolts and wall tiles

    -經營販賣二
  3. To discuss the feasibility of applying this technique into the practice of engineering, this paper references the real project of the running tunnel from great showplace to scientific house in shenzhen metro, uses the geotechnical centrifuge of southwest jiaotong university, then researches the settlement of the ground and the influence on the pipeline underground in stratum with abundant water by the technique of undraining spin - spay pile, at last draws a conclusion about the principle of the ground settlement with the construction method of excavating soil rich in water without dewatering at shenzhen metro

    為了探討離心模型試驗技術這一研究段在地下工程中應用的可行性,結合地質、水文、結構較為復雜的深圳地鐵大科區間暗施工sk3 + 355斷面的具體實例,應用我校新近建成的100gt工離心試驗,採用離心模型試驗技術對在富水地層應用水平旋噴樁工藝進行控制降水施工對地表沉降變形及地下管線的影響進行了研究。
  4. Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

    鑒于國內外的研究把重點放在大力發展工程樁的實驗室承載力監測方法與設備、如何使方開械現代化及對周圍建築的臨測方法上,本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序,並得出了聲波層析成像技術是砼樁的動態質量檢測的有效段,這對指導施有積極、現實意義;提出了綜合運用朗肯壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡體應力及應變的變化情況,指出粘地區也應考慮時間效應,並且進一步分析了基坑邊坡體的塑性區形成和發展,找出邊坡最不利的區域,以確定地下室體的掘的方式和順序,指出憑主觀臆斷與經驗來施工是不可取的;在分析、經較逆作法與大開順作法的地下室結構體系受力情況及施工順序的不同,提出了節點處理技術;分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異,並探討了解決的方法;本文還提出了環境振動對體邊坡穩定產生影響的觀點,並分析了在環境振動影響下,體的應力狀態及休失穩破壞概率,並且還運用彈性力學知識和數學分析的方法定量地分析了地下混凝墻受力狀態,指出了被監測墻體的最大應力、應變位置。
  5. In order to restrict the displacement of relaxed rock effectively, the factors affecting the efficacy of anchor measures are analyzed according to mechanism of action of anchor. in terms of principle orthogonal design, the influence of parameters of anchor to displacement of excavation slope are elevated by computing using finite element method simulation, and the optimal scheme of anchoring parameters including length of anchors and space between bolts and thickness of shot concrete are defined. finally, the optimal scheme of anchor parameters are determined with considering results of theory analyse and numerical calculation, which provide theory bases for engineering

    為了有效防治邊坡開后巖體的鬆弛變形,根據錨桿的作用理對影響錨固效果的主要因素進行分析,並利用處理多因素試驗的科學方法?正交設計原理,以有限元數值計算為段,以有效約束邊坡開位移為標準,評價了錨桿長度、錨桿間距、混凝噴層厚度等錨固參數對邊坡變形的影響大小和規律,經過比較分析最終提出了錨固參數的優化設計方案,為工程設計提供了理論指導。
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