爆破區 的英文怎麼說

中文拼音 [bào]
爆破區 英文
blast area
  • : 動詞1. (猛然破裂或迸出) explode; burst 2. (放在滾油里快炒) quick-fry
  • : 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...
  • : 區名詞(姓氏) a surname
  • 爆破 : blow up; blast; burst; demolish (by explosives); detonate; explode; dynamite
  1. Blasting is a competitive method in connection with clearance work in old residential areas.

    是與老住宅清除工作有關的一種有競爭力的方法。
  2. Present situation of research on propagation of blasting stress wave and rock fragmentation effect in remote area

    應力波的傳播及其遠壞效應研究現狀述評
  3. As the increase of domestic high - rise buildings, more and more deep foundation trench supporting constructions have come into existence. among the general geographical condition of the urban district in qingdao, most of regions, which mainly consist of strong de composed rocks, are in quite good condition. except for the sandy soil and oozy soil along sea sides. but the development of rock cracks and breaking zones and unstable lamprophyre still exist, so blasting is needed during constructions of foundation trench. blasting have bad influence on the stability of slopes. moreover. the slope - liding has happened for several times, so the engineering project of foundation trench attracts more attention of people

    隨著國內高層建築的發展,深基坑支護工程越來越多,綜合青島市的地質狀況,除海邊有砂性土及淤泥軟土外,大部分地域巖土條件相對較好,多以強風化巖為主,但巖石裂隙發育,間或有斷裂帶和穩定性極差的煌斑巖穿插其中,基坑施工時需要施工,對邊坡的穩定造成了不利影響,加之連續出現的幾次滑坡失穩事件,基坑支護工程越來越引起了各方面的重視。
  4. Onlookers packed nearby roofs and crowded the perimeter of the security zone along the street across from the hospital while listening to jerry lee lewis ' s " whole lotta shakin " goin " on " blaring from the sound stage where administrators counted down to detonation

    孟菲斯市的很多人都認為巴提斯紀念醫院具有歷史意義,因此炸毀這所醫院也成為當地的一件大事。當天,醫院附近地的房頂上站滿了觀看者,而醫院周圍的安全地也擠滿了圍觀的人群。
  5. Technical thorny problems met during construction of cast - in - situ piles at riprap backfilling area and corresponding countermeasures are expounded to serve as a reference for similar engineering

    摘要介紹拋石回填域鉆孔灌注樁施工中遇到的技術難題,並提出相應的處理措施。對類似工程部位施工有一定的借鑒作用。
  6. The hydrothermal breccia and karst in the beiya area are divided into 4 types and zones, including : sedimentary tuff and breccia induced by hydrothermal explosion and sedimentation on land surface ; hydrothermal sedimentary conglomerate and gas - explosive ejecting breccia related to sedimentation in and collapsing of some shallow karst caves ; netted hydotherma1 limcstone breccia and hydrothermal explosive breccia pipe related to hydrofracturing, corrosion and explosion in the hydrothermal channels ; and yellow granular limestone formed by simmering and alteration in the deep heated water reservoir

    北衙地熱水角礫巖和熱水巖溶可分為4種類型和層次,即地表相發沉積作用形成的沉積凝灰角礫巖、熱水沉積鮞狀灰巖與鈣華膠結角礫巖;與近地表洞穴沉積和垮塌作用有關的熱水沉積礫巖和汽射流角礫巖;與熱水通道相蝕裂和角礫化作用有關的網路狀灰巖角礫巖筒和熱水隱角礫巖筒;深部相熱水浸煮蝕變灰巖。
  7. 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)築物基坑開挖等露天中,為了充分利用炸藥能量將巖石松動或拋擲到一定域,並確保底板滿足一定平整度要求,按照技術設計和工程質量要求,需要設計平面布藥結構。
  8. By surveying the sample plot, the relations between the stabil ity of the mountai n slope of soil preparation for planting by using explosion and other factors s uch as precipitation, terrain , were studied. by using the method of quantitative t heory i, the interrelation between the damaged degrees of soil preparation progra ms by using explosion in low mountain area with abundant precipitation and terrain factors was systematically analysed, and the mathematical models relate d were developed. the results show that the precipitation in early days and the m aximum precipitation per day are the primary factors causing the soil prepara tion program damaged. the main terrain factors of the mountain slope that affect the program stability are according to their importance, slope, position and dir ection. the suitable mountain slope for soil preparation by using explosion is th e slope of less than 25

    通過典型標準樣地調查資料,探討了造林整地工程的坡地穩定性與降水、地形等因子的相互關系,應用數量化理論,對在有充分降水條件下的低山丘陵整地工程損失程度與地形因子之間的關系進行了系統分析,並建立了相應的數學模型,研究指出,充分的前期降水和日最大降雨量是引起整地工程損失的激發因素;影響整地工程穩定性的主要地形因子是地面坡度,其次為坡位、坡向,實施整地工程的地面坡度以不超過25為宜。
  9. Application of detonating cord simultaneous initiation method to blasting in fire area

    索齊發起方法在火中的應用
  10. As for roads building in mountainous and hilly country, blast technique is often used to accomplish the trench excavation of roads

    對于跨越山和丘陵的地段,需要採用技術手段來完成公路路塹的開挖。
  11. Due to the job location of underground engineering in city are mostly stand in the centre of city, especially these large city in which the landform are complicated, the population are numerous and surrounding buildings are dense, which make the construction more difficult and the earthquake effect by blast may endanger the safety of surrounding environment in projects

    由於城市地下工程施工地點多在城市中心地帶,特別是一些大城市的中心地,地形復雜,人口眾多,周圍建(構)築物密集,在實際的工程中,使得施工難度增大,產生的地震效應可能危及周邊環境的安全。
  12. Deep foundation trenches in shallow rocks in some cities along a seashore like qingdao, dalian, zhuhai things like that often need to be dug or exploded into hard rock, there are heaving sand, soft soil, groundwater upon it

    青島、大連、珠海等基巖埋深淺的沿海地深基坑經常需要挖至基巖甚至需要開挖,基巖以上又有流砂、軟土、地下水等。
  13. Chapter 3 consider the initial - boundary value problem utt - where q is a bounded demain in rn with smooth boundary 3q ; with m ( s ) is a nonnegative c1 - function for s > 0 satisfying with we show that under certain conditions the solution blow up in finite time. chapter 4 consider the initial - boundary value problem and < ? > 2. we show the decay rate of the solutions of the equation

    第三章我們考慮了定義在具有光滑邊界的有界域上的kirchhoff型方程初邊值問題其中0 , r , p 1 , q 1 , 1 ;當s 0時, m ( s )是空間c ~ 1中的非負函數,且滿足其中, 0 , 2這章我們給出了上述方程解的有限時刻條件。
  14. Engineering earthquake safety evaluation of the nuclear power station dam site and brige etc. seismic gonation and microgonation, earthquake disaters estimation and mitigation, engineering structure ' s dynamic characteristic etc

    核電站、大壩、大型橋梁等重大工程的地需安全性評價;地震劃和小劃,震賃評估、預測及其減賃對策,工程自振特性和環境振動測試,公害的控制設計等。
  15. Application of down - hole millisecond blasting near high frequency launcher

    高頻發射裝置近孔內多段毫秒技術
  16. It is true that there is a thick cloud over the world economy, stemming from the adjustment still taking place in the united states and elsewhere, necessitated by the deflation of the technology bubble

    由於美國等地仍進行經濟調整,加上科網股泡沫造成的必然結果,因此綜觀全球經濟確實陰霾密布。
  17. Secondly, the optimum blast parameters of each parts of open pit and spreading law of the wave of blasting vibration on the east of open pit was studied. furthermore, the paper presented the method of decreasing blasting ground vibration as follows. 1

    通過大規模的現場試驗和震動測試,得出了銅山口銅礦露天采場各段的優化參數以及生產產生的地震波在東幫的傳播規律,在此基礎上提出了降震措施並得出如下主要結論: 1
  18. The underwater near - site explosion safety control management is expounded in combination with rock blasting for pier footing of the newly built nos. 15 & 16 berths of dalian new port area

    摘要結合大連新港地新建15 (上標# ) , 16 (上標# )泊位工程橋墩基槽炸礁的實際情況,介紹水下近場安全控制管理問題。
  19. It also has been validated by the test result. on the basis of reduced stress attenuation formula, the paper elicit theoretical calculation expressions of jam lengths in hole blasting and space between charges in linear charge blasting. linear charge blasting at the net of highway to zhuhai aerodrome and the hole blasting at underground stope in gaofen mining company have been design by the expressions

    根據建立的條形藥包徑向應力衰減方程,得出了淺孔堵塞長度和條形硐室藥包藥室間距理論計算公式;按推導的計算式設計了珠海西機場路埡口條形藥包和高峰礦業有限責任公司地下采場淺孔
  20. Based on the engineering practice of the side slope excavation of dayanchi section within the road for the construction traffic of guandi hydropower station, the problems such as the selection of blasthole distance for presplit blasting, and the rock ridge, the levelness of the presplit face, lower hole - making rate of the auxiliary blastholes after the presplit blasting, the blasting network for prespliting and blasting zone and the angle change of the presplit hole etc. are analyzed ; for which the specific solutions are put forward herein as well

    摘要通過官地水電站對外交通公路大鹽池合同段邊坡開挖中預裂的工程實踐,對預裂的孔距選擇及下部嚴重出現巖坎、預裂面平整度、預裂后輔助孔成孔率低、預裂與爆破區網路以及預裂孔角度變化等問題進行分析,提出了具體的解決方法。
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