挖破 的英文怎麼說

中文拼音 []
挖破 英文
gouging
  • : 動詞(用工具或手從物體的表面向里掘取) dig; excavate; scoop
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  1. Based on the bedding features of weak intercalations in sandstone plates near the top of underground cavity, the probable failure scale of bedding sliding, the probable settlement, the folding places and the critical length of sandstone beams are computed seperately, then the stability of underground cavity is analysed

    針對地下工程頂部層狀砂巖中存在順層發育軟弱夾層的情況,分別對開后可能出現的層間滑動壞范圍、巖板的沉降、折斷和臨界長度進行計算,並分析其穩定性。
  2. His palms were excoriated by the hard labour of shoveling.

    他的手掌因土之苦工而皮了。
  3. Granular materials is the object or medium actuated by lots of engineering machinery and bulk solids handling machinery. digging and breakdown of the granular structure is a major actuating mode or objective in granular engineering

    散體材料是許多工程機械與散貨裝卸機械的工作對象與工作介質,散體結構的掘與壞是散體工程中的一個主要工作方式與目的。
  4. This model has wide - ranging application and simple computing procedure. it avoids the narrow - ranging limitations of slide line method, as well as avoids the complicated computing procedure in the simulation of the gradual breakdown process for the granular structure by fem. its analysis results are identical with those of the practical engineering, this model has engineering application value

    建立了掘過程推壓阻力的計算模型,該模型適用面廣、計算較簡便,既避免了滑移線適用面窄的局限性、也避免有限元分析對散體漸近壞過程模擬的復雜計算過程,計算結果與工程實際吻合,具有工程實用價值。
  5. The sell with the spring onion and the garlic street head, i am doubly touching for gentleman. regard as the spring onion and garlic to the orchids so in the big top business, i am to call for orchids gravamen

    這時的吳老懷著滿腔的憤怨,大聲呼籲:蘭花古稱「君子之花」 ,今資源被壞,蘭花被光,流落亍頭,賤價叫賣,十分痛心,有感賦此。
  6. Due to the complexity of occurrence condition and the polytropy of influencing factors, the excavation and supporting in soft failure roadway under high ground stress become very difficult

    摘要高地應力碎軟巖巷道,由於賦存條件的復雜性和影響因素的多變性,使得該類巷道的開與支護極為困難。
  7. On blasting excavation of power house dam section of jinghong power station

    景洪水電站廠房壩段開
  8. Due to exceedingly flat arched vault of the flat tunnel with outsized span and renewed stress allocation in surrounding rock after excavation, which would inevitably induce some excessively large load on the base of arch, therefore, larger load - bearing capability in the is " foundation is a must. on the other hand, smooth face explosion must be applied to excavation of the arch base to further ensure the integrity and continuity of country rock around tunnel

    特大跨超淺埋隧道拱部結構過于扁平,開后發生二次應力分佈,拱腳處的應力過大,要求有較大的地基承載力,拱腳開時必須採用光面爆,保證圍巖的完整性和不受擾動,開后及時封閉,防止該處積水軟化圍巖。
  9. This test is based on homogeneous soil in foundation, and divided into two phases. the first is to stimulate the construction flow to excavate the pit ; the second phase is destructive test. because the pit is stable in the first phase and the research is point to the geometry shape of the failure surface, moreover, limited to the test condition, the effective surface force is applied to the pit

    此次模擬試驗主要是針對簡單均質的基坑土層進行研究,試驗分為兩個階段,第一階段主要是以相似工況模擬基坑開,第二階段主要是壞性試驗,即由於在第一階段基坑在開范圍內能夠自穩,為使基坑達到壞狀態以研究滑面幾何形態,限於試驗條件,採用「等代面力」的方式施加超載。
  10. Based on the research works of predecessor, the theory on the displacement of soil strata in deep foundation excavation construction and its application are studied in detail. by analysing the supervision, statistics from, the practical excavation engineering, soil rheology is thought to be the main reason of the displacement heavy of the soft soil and the destruction of the enclosure structure, in deep foundation excavation construction on condition of the high theriomorphic of enclosure structure and good seepage resitting

    本文在已有研究成果的基礎上,對大面積軟土深基坑開時土層變位理論及應用進行了探討:依據現場監測數據,推導出開時軟土變形的經驗公式,分析了軟土深基開在圍護結構剛度大、基坑防滲效果好的條件下,基坑土層變位、圍護結構受力壞發展的主要原因。
  11. Illegal excavation of natural materials and eco - vandalism in rivers

    非法掘天然物料及壞河流生態問題
  12. Deep mining first blighted the west virginia landscape.

    礦井首先使弗吉尼亞州的風景遭到壞。
  13. The main beam of type 4sw - 40 potato digger easily engenders crack or breaking damage in the practical application. therefore, by means of modern test technology, the paper does some research on the vibration of the separating sieve and its influence on dynamic load of the main beam under the condition of laboratory

    4sw ? 40型馬鈴薯掘機在實際生產中主粱易出現裂紋或斷裂壞。為此,本文提出在實驗室條件下,利用現代測試技術,就分離篩的振動及其對主梁的動載作用作研究。
  14. With the rapid development of road and communication of city, the harm effect that the blast vibration induced by building mass undergrounds or tunnels and digging blast underground structures act on the ground environment, are increasingly remarkable

    隨著道路、城市交通事業的迅速發展,大量地鐵、隧道的修築,淺埋地下結構的開,由此而導致的爆振動對地面設施,特別是對城市地面建築的危害效應越來越顯著。
  15. A brief introduction is given to the treatment of the zeya dam foundation, principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir. as for the excavation of the sand - gravel zones, except the toe slab and its 1 / 9 bottom width down stream, the alluvial layers are excavated to the micro - weathered rocks, while the other sections remain unexcavated. regarding to the treatment of the fracture zones, concrete filling is used for the toe slabs and semi - permeable materials are used for other section. according to the construction characteristics, a filter is placed in the down stream embankment foot. to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted. as a result safety, economic benefit, convenience in construction and good performace are achieved

    簡要論述澤雅水庫面板堆石壩壩基處理和防滲的原則及設計要點.趾板基礎和堆石體各區砂礫石基礎開,除趾板與其下游1 / 9底寬范圍以及壩腳除沖積層至弱風化(局部微風化)基巖外,其餘部分均予以保留.斷層碎帶處理,趾板部位採用混凝土塞,其它部位採用半透水料置換,並根據本工程特點在下游壩腳加設了反濾層.為提高壩基的整體性和防滲性能,對趾板進行了固結和帷幕灌漿.達到了安全、經濟、便於施工的目的,運行情況良好,可為面板堆石壩的設計和研究提供參考與借鑒
  16. Relating closely to the main problem of the high sidewall and wide span underground cavities excavation stability of xiluodu hydroelectric project, the evolution characters of geo - stress field in deep - cutting gorge and the whole features of the stress field, strain field and plastic failure zone around the underground chambers after excavation are studied systematically in the dissertation, based on a great deal of data gathered in field investigation and taking the flac3d v2. 0 software as basic computation tools. meanwhile, in the course of research, the new methods of dynamic numerical simulation are summarized and applied. furthermore, the effects of rock mass qualities, initial geo - stress field and excavation procedure on surrounding rock mass stability are discussed

    本文緊密結合溪洛渡水電工程大跨度、高邊墻復雜地下廠房洞室群,施工開過程中和開后圍巖穩定性研究這一重大課題,在詳盡的野外地質調查工作和對大量基礎地質資料的整理與分析基礎上,以目前國際工程地質界公認的最新通用軟體flac ~ ( 3d ) 2 . 0版作為基本計算工具,從整個壩區地應力場的研究開始,通過動態數值模擬分析這一新的模擬思路,系統地研究了深切峽谷區地應力場多階段的特徵和演變規律,進而對左、右岸地下廠房洞室群開全過程中圍巖應力場、變形場和塑性壞區的變化特徵,進行了全過程動態數值模擬研究,並詳細討論了圍巖質量、初始地應力場、施工開順序對大型地下洞室群圍巖穩定性的影響。
  17. The article discusses institutional planning of employment on the basis of planning urban - rural labour force as a whole, chiefly including three aspects : ( 1 ) innovating the rural and agricultural institutions, exerting deeply potential employment capability of rural area and agriculture, and widening employment channels ; ( 2 ) cleaning up all sorts of institutional obstacles, setting up step by step employment institution of urban - rural integration, fastening the pace of rural redundant labour force entering the city ; ( 3 ) fastening the pace of urbanization development, building up capability of absorbing labor force, increasing capacity of farmers obtaining employment as townspeople

    摘要探討了統籌城鄉勞動力就業制度安排問題,主要包括三個方面: ( 1 )創新農村和農業內部制度,掘農村和農業的就業潛力,拓寬農民就地轉移和就業渠道; ( 2 )除各種體制障礙,逐步建立城鄉統一的勞動力就業體制,加快農村剩餘勞動力的進城轉移就業速度; ( 3 )加快城市化發展步伐,增強吸納勞動力就業能力,提高農民市民化就業的容量。
  18. In order to make the best use of explosive energy in loosing soil or throwing it onto some area and ensuring the bottom meet some leveling requirements after blasting, a plane charge layout is often adopted according to blasting design and engineering quality requirements in open chamber blasting such as mine exploitation, field leveling and foundation pit excavation of construction

    摘要在礦山剝離、場地平整以及建(構)築物基坑開等露天爆中,為了充分利用炸藥能量將巖石松動或拋擲到一定區域,並確保底板滿足一定平整度要求,按照爆技術設計和工程質量要求,需要設計平面布藥結構。
  19. By direct shear for and normal triaxial shear tests of non - saturated desert sand, the parper studied the effect of water content and dry density on the strength of the non - saturated desert sand, and set up the code of this sand. based on the plane strain test of non - saturated desert sand slope, the paper analysed the destruction way of the excavaion side during the construction by means of adding water, and brough forward a formule that calculates the allowable of excavation and pile hole

    通過非飽和沙漠砂直剪試驗和常規三軸剪切試驗,研究了含水量和干密度對非飽和砂強度的影響,建立了這種砂的強度準則。通過非飽和沙漠砂邊坡室內平面應變試驗,分析了沙漠井場浸法施工中就基坑壁的壞方式,推導出了基坑和樁孔容許開深度的計算公式。
  20. Vibration monitoring for fresh concrete during plant foundation rock blasting at gongbo gorge hydropower station

    公伯峽水電站廠房基礎巖石開對新澆混凝土振動影響監測成果
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