傾卸區 的英文怎麼說

中文拼音 [qīngxiè]
傾卸區 英文
dumping area
  • : 動詞1 (從運輸工具上搬下來) remove cargo or freight; unload; discharge; unlade 2 (把加在人或牲...
  • : 區名詞(姓氏) a surname
  1. Application of caving mining technology with bottom under condition of flat dipping mid - thick body and unstable rock caused the most of trench and bottom drift, located in abutment, to be destroyed and low recovery in south area, xishimen iron mine

    摘要在緩斜中厚礦體底板巖性不穩固的條件下,採用有底柱崩落法,由於電耙道大多處于空邊部應力集中的部位,致使塹溝及底部結構巷道破壞嚴重而使回收率極低,採用無底柱崩落壓則可有效解決上述難題。
  2. Field investigations found that epigenetic reworking deformation fracture include 3 types, named normal relief fracture, fracture filled mud and epigenetic reworking of disturbed belts. and epigenetic reworking of rock mass structural also includes gradual deformation of the blocks that are made up of different attitudes structural planes besides normal relief. through field geological investigations, the features of rock mass structural planes are generalized, especially development laws of interlayer shearing belts, instrastratal shearing belts, faults and base crack

    在已有研究成果基礎上,總結了壩玄武巖的巖相特徵和構造應力場對巖體結構的影響;通過現場調查,總結了3種類型淺表生變形破裂,即正常荷型破裂、鬆弛夾泥型破裂和緩角錯動帶表生改造;通過野外地質調查,總結了層間錯動帶、層內錯動帶、斷層和基體裂隙的發育規律。
  3. Although this does not constitute fly tipping, the contractor has breached the contractual requirement to transport c & d materials such as mud and crushed stones to a designated public filling area for disposal under the trip ticket system ( the system )

    雖然,這並不構成違法倒,但有關的承建商並沒有遵守合約中運載記錄制度的規定把拆建物料(例如泥和碎石)置到指定的公眾填土
  4. Depending on how the ground surface is denuded, the feature of the current crustal stress field and rock stress environment can be calculated analyzing the result in this paper : by analyzing the recovering feature of the elastic deformation of the rockmass in unload - stage under various pressures, it has been found there is close relationship between the recovering degree of the elastic deformation of the rockmass and the unloading degree of the pressure the direction of the major principal stress in the crustal stress field is not consistent with the direction of the crushing stress regional tectonics borne during the last tectonic movement. the evolving degree of the regional geomorphology evidently affects the current crustal stress field, which changes from the self - weight stress field to the horizontal stress field, with the changing of the eroding degree of the regional geomorphology ranging from valley area to hilly country to flat country. in valley area, where there is two stress belts, the bankslope s tress belt and the self - weight stress belt within the mountain. the direction of the major principal stress is nearly parallel to the ground surface and inclines towards the valley in the bankslope stress belt. it is nearly vertical in the self - weight stress belt

    通過本文的研究成果,根據域性地貌的演化特徵,我們可以大致地對現今地應力場進行判斷:在分級荷條件下,巖體中彈性變形的恢復具有明顯的規律性,這種規律對于研究地應力場的演變是有幫助的;地應力場中最大主應力方向與域構造形跡在最近的構造運動中所受域性擠壓應力的方向無明顯的對應性;域性地貌形態的演化程度對現今地應力場的特徵具明顯的影響,隨著域性地貌侵蝕程度由峽谷、丘陵、平原的變化,現今地應力場特徵由自重應力場、水平應力場為主含少量自重應力場特徵向水平應力場的規律變化;在峽谷,山體中具有兩個應力帶:自重應力帶和荷應力帶,最大主應力方向在荷應力帶中近平行於坡面並向于河谷、在自重應力帶中近於直立;根據原始地面遭剝蝕的程度,可以大致地估算最大主應力和中間主應力的量值和方向;在丘陵和平原,最大主應力的方向近於水平,並與附近域性侵蝕盆地和河流的展布方向基本平行,根據原始地面遭剝蝕的程度,可以大致估算其最大主應力的量值;根據域性地貌形態的特徵來分析工程的現今地應力場特徵,並進而大致了解巖石的應力環境,這種分析方法得出的結論與許多實際的地應力測試成果基本一致,對于大型水電工程地下廠房和壓力隧洞的設計是有所幫助的。
  5. " the working group will continue to take a more pro - active role in controlling flytipping, through extension of opening hours for public filling areas and public barging points and giving farmers instructions on how to dispose of animal carcasses.

    他又說:工作小組會繼續採取積極措施控制隨處廢物,包括延長公眾填土及公眾躉船轉運站的開放時間,並指導農民如何處理動物屍體。
  6. 15 all waste materials, excluding river and pond sediment, shall be segregated into categories covering : excavated material or construction waste suitable for reuse on - site, reclamation or fill, construction waste for disposal at public dump or landfill, chemical waste, and general refuse

    除河流及塘底的沉積物之外,所有廢物應予分類,可包括:適合原地再用、用作填海或填料的挖掘物料或建築廢料;棄置於公眾場或堆填的建築廢料;化學廢物;以及一般垃圾。
  7. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較,論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點,並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序,以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究,得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論;採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析,重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用,得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論;通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的別與聯系、坡面斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究,得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中荷拱的存在對面板受力有利等結論。
  8. The committee was also briefed on the latest progress of the government s effort to restore dumping sites and control flytipping

    委員會亦知悉政府修復傾卸區及控制隨處倒廢物的最新進展。
  9. A total of 196 dumping sites have been cleared by the departments concerned since january 1998, with action being taken at another seven sites

    有關政府部門自去年一月以來共清理了一百九十六個傾卸區,並正對另外七個傾卸區採取行動。
  10. With the support of other departments, the environmental protection department has completed clearance of the most notorious site at sheung pak nai in may this year and has removed 40, 000 cubic meters of dumped waste

    在其他部門的協助下,環境保護署于本年五月完成清理位於上白泥情況最差的傾卸區,搬去廢物達四萬立方米。
  11. In some areas, elevating, sidetipping transporters are used

    有些地還使用起重機和單邊運輸機。
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