坑外作用 的英文怎麼說

中文拼音 [kēngwàizuòyòng]
坑外作用 英文
grasswork
  • : Ⅰ名詞1 (外面) outside; external side 2 (外國) foreign country 3 (以外) besides; beyond; in ...
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  1. Cavitations in foreign hydraulic turbines appear in clear water condition, so its destructive extent is not far more serious than in yellow river in our country. stronger stiffness and more agility are required for special - purpose robot for hydraulic turbine repair used in our country, especially robot for polishing after weld. foreign robot for hydraulic turbine repair could not satisfy our working require, so we develop special - purpose robot system that is used to polish and weld repair cavitated flow path surfaces of hydraulic turbines on all locations

    水電站的水輪機汽蝕是在清水條件下產生的,其破壞程度遠不及我國黃河等水域嚴重,於我國水輪機修復工的專機器人,特別是補焊后承擔打磨的機器人,要求有更強的剛度和更大的靈活性,國水輪機修復機器人滿足不了我國水輪機修復工要求,因此我們開發了於在機內對水輪機空蝕磨損破壞表面進行修復的「水輪機修復專機器人」 。
  2. Some researchers at home and aboard apply model test to deep foundation pit simulation study, most of them are sheeting pile timbering deep foundation pit simulation which is stuffed with sand

    國內學者也曾模型試驗進行過深基模擬試驗研究,但多集中在以砂土為填料的板樁支護模擬。
  3. The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones, being of a character of combination of rigid retaining structures with flexible ones, so its working mechanism will be behaved as sharing loadings, waterproof and impermeability, loading transfer, local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action, soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the

    主要研究結論有: ( 1 )復合土釘支護的機理主要為臨時加固土體以保證局部穩定、有機聯系以共同承擔荷載、改善土體性質起到止水抗滲。 ( 2 )試驗結果表明:復合土釘支護能夠充分調動周圍土體共同,有效地控制基變形;復合土釘支護中止水帷幕的插入深度和強度對控制邊坡變形與失穩有較大;復合土釘支護效果明顯優於一般的土釘支護。 ( 3 )面層與邊坡土體共同變形,設計時可按下的彈性地基梁進行計算。
  4. Through the excel program, and combining the inside and outside environment of the excavation and stress field and displace field, the data of stress and displacement of points are analyzed in variable depth and load grade and terminal state. the spss software has been applied to the statistics of geometry parameter of failure surface, and the failure surface criterion is created by the linearity regression from d ( the longest horizontal distance between the failure surface and the side face of the slope ), ho ( the depth

    ,應spss軟體對試驗破壞滑弧的幾何參數進行統計分析,並對滑弧的最大水平深入距離d及d處至底的高度h _ 0結合各水理指標進行多元線性回歸,建立滑面的判據,並對此判據進行修正,且實際工程對其進行評價,通過反算已知滑面的c 、值,表明邊界條件對破壞形式有極大的干擾,所直接看到的破壞類型土體不是發生整體滑移破壞,而是剝落式的潰屈破壞。
  5. The reason to creates this kind of destruction to be very many, the main of them is that the apron partially has not been able fully to display it to eliminate energy affect so causes the ditch bed to wash out, forms flushes the pit, leading to the apron, to guard against flushes the trough and both banks slope protection destruction, for a long time, disappear power design of plunge basin and layout have been focused on disappear power. but not to give the enough value on uses the sea to inundate the section to disappear power and adjust speed to reduced downriver washes out

    水閘閘下沖刷破壞的部位絕大多數發生在消力池下的海漫和防沖槽處,造成這種破壞的原因很多,其中很大一部分是由於海漫部分未能充分發揮其消能而引起渠床沖刷,形成沖,導致海漫、防沖槽及兩岸護坡的破壞。一直以來,人們把消能的研究重點放在消力池的消能設計及平面布置上,而對海漫段消能及調整流速功能研究甚少,至於對海漫加糙水流運動建立數學模型,在國內還很少見相關的論文資料。
  6. The greater amount of information stored on a dvd is chiefly due to the smaller pit size and tighter track spacing, but another factor comes into play, namely compression

    一張dvd能儲存較大數量的信息,主要是因為光盤較小的凹和緊密的軌跡相間隔,但是另一個因素也發揮了,即壓縮。
  7. 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、如何使土方開挖機械現代化及對周圍建築的臨測方法上,本文提出了現場利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手段,這對指導施有積極、現實意義;提出了綜合運朗肯土壓力理論、基空間和時間效應影響理論來分析逆法施工過程中基邊坡土體應力及應變的變化情況,指出粘土地區也應考慮時間效應,並且進一步分析了基邊坡土體的塑性區形成和發展,找出邊坡最不利的區域,以確定地下室土體的挖掘的方式和順序,指出憑主觀臆斷與經驗來施工是不可取的;在分析、經較逆法與大開挖順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土體邊坡穩定產生影響的觀點,並分析了在環境振動影響下,土體的應力狀態及土休失穩破壞概率,並且還運彈性力學知識和數學分析的方法定量地分析了地下混凝土墻受力狀態,指出了被監測墻體的最大應力、應變位置。
  8. Actor through long run, accumulate abundant experience, can judge the producing area and quality of the jade from appearance of jade, later on people are used to with the producing area namely the hole, as the good and bad another name of quality of jade

    藝人們經過長期使,積累了豐富的經驗,能從玉的表判斷玉的產地和質量,后來人們就習慣以產地即為玉質優劣的代稱,如說「子好」 ,就是質量好的意思。
  9. Type nhss wire rope pulling hoist is widely suitable for use in bridge - construction, laying of large - size pipes, installation and adjusting of machinery an electric apparatus, and large reaction tower of petrochemical industry ; the installation and alignment of storage tanks ; erecting, fitting, welding and alignment of masts, steel concrete timber structures ; laying and translocating of rails and sleepers ; loading and unloading bulky heavy goods during transportation. cable tensioning ; demolishing of gallery supporting logs ; stacking forrestry wood ; and othersimilar cases. the hoist of this series is especially suitable for use in narrow working sites of limited space, where the job is high above the ground or in open air places, in tunnel of deep well, where no power for traction or lifting is available

    Nhss型鋼絲繩手扳葫蘆可廣泛於建築施工、大型管道鋪設、機電設備和石油化工大型反應塔、儲罐的安裝、校準、鐵塔及其它鋼木結構的豎立、拼裝焊接、校準、鐵軌、枕木的鋪設、移位、交通運輸中笨重貨物的裝卸、電線張緊、道支撐木的拆除、林區木材的集放等等,對于局部空間受到限制的狹窄工場所、高空業、野業、道、深井業和無機電供能場所的各種牽引、提升業、選本系列產品尤為適宜。
  10. Sheet piles is often used for excavation protection in costal areas of china. one pile with three usages means sheet piles are used to support loads from superstructures and to sustain lateral soil pressure for the basement besides working as retaining structures during excavation

    「一樁三」是指圍護排樁除了在基開挖中為擋土結構之,也為建築物工程樁承擔上部結構荷載同時還為地下室墻抗側壓力結構體系的一部分。
  11. The soil nailed support system for deep foundation pit supporting and slope stability has got more application for its advantages, such as easy to implement, safe and less investment. this technology for temporary and permanent structures is currently growing with increasing local experience, and many countries increasingly recognize its specific advantages, especially for stabilization of railroad and highway cut slopes

    在基開挖支護中,土釘支護為臨時支護有突出的經濟技術性能,具有很大的推廣應價值和潛力,並且除了為臨時支護使,也可為一種性能可靠的永久性擋土工程,在鐵路、公路的建設中也有著廣闊的應前景。
  12. Some buildings were originally installed with toilets that made use of subterranean or stream water and owners of these buildings found it extremely difficult to change to seawater because substantial changes were required to the existing plumbing and other ancillary structures. these modifications were expensive therefore owners did not accept them

    至於原來已設有利地下水或山排污途的建築物,除需將原有沖水設施改裝,輸送海水的管道及其他配套設施,均較一般使淡水或山水的管道昂貴,故多不為業主接受。
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