裂隙地層 的英文怎麼說

中文拼音 [lièdecéng]
裂隙地層 英文
creviced formation
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 名詞1 (縫隙; 裂縫) crack; chink; crevice 2 (空閑) gap; interval 3 (漏洞; 機會) loophole; op...
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  • 裂隙 : crack; crevice; fracture; cleftiness; fissure; slifter; crevasse裂隙冰川 crevassed glacier; 裂隙...
  1. The first power station of jinping mountain lies in the west section of the yanglongjiang river from santan to shoupagou gully, with a double - curved arch dam of 305 - meter height and a normal water storage of 1880metres. the exposed strata of the damsite are marbles and arenaceous rocks of triassic and solution fissures have been developed in the marbles of the left - bank ' s dam abutment, and they have become a stratum of strong leakage. as a result, it has been an important problem for the dam foundation to stop leakage

    錦屏一級電站位於西雅礱江的三灘至手爬溝河段,壩型為305米高雙曲拱壩,正常蓄水位標高1880米。壩址區出露的為三疊系雜谷腦組二段大理巖和三疊系雜谷腦組三段的砂板巖。在勘探過程中,發現左岸壩肩大理巖體中的構造和溶蝕發育,且成為強滲透,為此壩基的防滲成為重要問題。
  2. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    巖體結構,特別是軟弱結構面對基巖斜坡變形與破壞具有顯著的控製作用,巖體結構模式分析是建立斜坡質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖面斷構造節理片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱結構面,這些成因不同大小不一的結構面將巖體分割成性質各異力學強度不均的各種巖體結構體,構成了15種基巖斜坡變形破壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  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

    隨著國內高建築的發展,深基坑支護工程越來越多,綜合青島市區的質狀況,除海邊有砂性土及淤泥軟土外,大部分域巖土條件相對較好,多以強風化巖為主,但巖石發育,間或有斷帶和穩定性極差的煌斑巖穿插其中,基坑施工時需要爆破施工,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. And the consumption which are caused by the deformation of the rock mass and the consumption which fill all the void space of the joint can be got. then the block coefficient k of the this geologic condition can be got by the actual consumption of the injection grout in the practical grouting

    本論文中主要通過有限元法來計算巖體的變形,並進而求得由巖體變形引起的那部分注漿量和完全充填節理的注漿量,再根據實際工程的實際注漿量來計算試驗所代表的的充填系數k 。
  5. After researching the loads on dangerous rock synthetically, the author points out the development and collapse mechanism of dangerous rock : the geology foundations that forms dangerous rock are the constructional surfaces such as tectonic fracture 、 relief fissure, soft interlayer etc. the developing of dangerous rock is due to release of in - situ stress in rock 、 aeolation 、 water erosion and root flerry. the main loads leading to collapse of dangerous rock are gravity, water pressure and earthquake force

    在綜合研究危巖上的各種作用之後,本文提出了危巖的形成和破壞機理:硬質巖體中構造、卸荷、及各種軟弱夾,結構面的的存在是危巖形成的質基礎;應力卸荷、風化、流水侵蝕、植物根劈是危巖發育的主要作用;重力、水壓力、震力是危巖崩塌的主要荷載。
  6. 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,總結了壩區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,即正常卸荷型破、鬆弛夾泥型破和緩傾角錯動帶表生改造;通過野外質調查,總結了間錯動帶、內錯動帶、斷和基體的發育規律。
  7. It is concluded that the gaussian curvature method can reflect the shape variation of coal seam curvature, and the method is effective to forecast natural fracture zones in coal seam

    分析表明,高斯曲率法可相對真實反映煤曲面形態變化,用該方法預測煤天然發育區是切實可行的。
  8. The favorable reservoir spaces in the carbonate rock could be divided into five types according to their origin, configuration and size, i. e., solution fissure, solution hole, cave, erosional fissure and structural fissure, which form five different reservoirs including cave - type reservoir, erosional fracture reservoir, structural fissure reservoir, and solution pore marginal beach grainstone reservoir

    而下奧陶統灰巖段儲集和生產油氣的有效儲滲空間按成因、形態及大小可劃分為溶蝕孔、溶蝕孔洞、大型洞穴、風化、構造等5類,構成5種性質有別的儲,即洞穴型儲、風化型儲、構造型儲、臺緣灘相顆粒灰巖溶蝕孔型儲表殘積物(洞)型儲
  9. Evaluation and study on coal reservoir fracture system in heshun area

    和順區煤儲系統評價與滲透率預測研究
  10. The velocity, density and especially the anisotropic parameter which is important to the study of fractured formation can be achieved by the generalized linear inversion based on the ava inversion equations

    用此反演方程對ti介質進行多波ava參數反演,不但可以求出速度及密度,還能得到各向異性系數,該參數對研究具有重要意義。
  11. Based on the practice and the research on theory of tectonic geology, the geophysical technique, including probing into the base of the well, is adopted to confirm the distribution of the position of the 儲 層 , the degree of finestra, the rate of penetration, while to be used to analysis of the crack and the faultage., which is a kind of technique used for confirming position

    在構造質學理論研究和實踐的基礎上採用球物理技術(包括球物理測井)進行儲位的分佈,孔度、滲透率的確定以及縫、斷的定量、定性分析,這是一種先進的確定址的技術。
  12. Main content in simulation is the spatio - temporal evolution of the set of descriptive variables characterizing tectonic mineralization state under coupling of various processes as following : ( 1 ) variables related to forming and property of ore - forming fluid, such as dissolution rate of minerals ( include metal minerals ) in rock, concentration and saturation of aqueous species in fluid, temperature, pressure, and ionic strength etc. ; ( 2 ) variables related to structural deformation and fluid flow, such as stress, deformation rate, fracture network, porosity, fracture permeability ; ( 3 ) variables related to precipitation and mineralization, such as nucleation rate of gangue and metal minerals, accumulation precipitation of various minerals, etc. ; ( 4 ) spatio - temporal coupling relation of various variables above, such as the coupling relationship between spatio - temporal evolution of fracture permeability and flow and focus of fluid and ore - forming

    模擬的主要內容是在各種過程耦合作用下,以下描述構造成礦體系的主要變量的時空演化:與成礦流體的形成和性質有關的變量,如中礦物(包括成礦物質)的溶解速率、流體中各組分的濃度與飽和度、流體溫度、壓力、離子強度等;與構造變形和流體運移有關的各變量,如應力與變形速率、巖石孔度、構造(斷)滲透率等;與沉澱成礦有關的變量,如礦物(金屬礦物和脈石礦物)的成核速率、各礦物的沉澱量等;上述各有關變量間的時空耦合關系,如斷滲透率時空演化與流體流動、匯聚和成礦的耦合關系等。
  13. In this paper, four series ( shallow pore water, shallow krast fracture water, deep pore water, deep karat fracture water ) of combined geophysical methods for different formation conditions are proposed as a guide for the choice of methods used in groundwater prospecting in western china

    本文針對西部缺水區淺水、淺巖溶水、深水、深巖溶水的四種主要類型,探討其優化的物探技術方法。
  14. Seismic survey is a new method used to civil engineering area in recent years. it was widely applied to survey or detecting of roadbase, dam base, foundation of building, tunnel, river bed, lake bed and etc. the chief methods are reflection method, refraction method, wave velocity testing, surface ware survey and transverse wave suivey. seismic survey can divide different layer, measure the incidence of sediment stratum, detect the structure of rock, test the handle effect of surface wave survey, we can calculate the carrying capacity of foundation and other mechanical parameters. this technique can give service to some big engineering departments such as highway developing company, survey design company, water supply company, plan bureau, construct bureau etc

    應用於工程的主要方法有反射波法折射波法波速測井面波法及橫波勘探等。震勘探能詳細劃分高精度確定沉積的傾角能夠準確探明巖體構造褶皺斷破碎帶帶對于回填工程路基壩基,震勘探可以檢測其回填處理效果對于隧道工程,可以探測隧道洞體的圍巖分類及洞口質情況利用面波勘探所得到的瑞利波速度,可以準確推算基的承載力動彈模量等力學參數。
  15. The detection of hidden dangers in jinjiang reservoir dam with ground penetrating radar shows that the major hidden dangers of the dam are the karst caves in the dam basement rocks and the soil caves which were formed in the residual sola and talus sola by percolating channels such as faults and fissures

    摘要在金江水庫壩體隱患探測中,使用質雷達發現壩體的主要隱患來自壩體基巖的溶洞和因斷等滲漏通道在殘坡積土中所成的土洞。
  16. In hard strata with high matrix resistivities, it was considered that the difference between fort - nation resistivity and tight surrounding rock resistivity was caused by fractures except these factors as shaliness, pores, high salinity formation water and the other minerals

    在基巖電阻率較高的硬中,在去除了泥質、孔、高礦化度水和其他礦物等影響因素后,電阻率與緻密圍巖電阻率的差異就被認為是縫因素引起的。
  17. According to the geological conditions of baise project, erosive bands and joint fissures, f6 fault and grout curtain are fully simulated to establish 3d numerical model of the dam and its foundation. 3d non - linear fem is used to analyze the stress and strain and to appraise the operation state of both the dam and it ' s foundation under different operation conditions. by overloading the upstream water level and reducing rock strength parameter, the dam foundation ' s degradation process is simulated and the damage pattern and paths are determined, and finally the safety factor is determined

    2 、根據百色的質條件,充分模擬了蝕變帶、節理、 f6斷、灌漿帷幕等,較為真實建立了壩體與基相互作用的整體三維數值模型;採用有限元法對壩體及壩基在不同工況下的應力應變狀態開展分析,評價各工況下壩基的運行狀態;而後採用超載法和綜合法對大壩穩定性進行分析,模擬壩基的漸進性破壞過程,從而得到壩基在超載和強度下降過程中的破壞模式和破壞發展路徑,最終確定壩基超載安全系數和綜合安全系數。
  18. During its migration towards the surface in the forms of microbubble, water power, diffusion and filtration, the effects and styles of hydrocarbon are closely related to such geological factors as the cover of the oil and gas accumulation, fault and fissure system, nature of fluids in the reservoir and pressure of the strata

    摘要烴類以微泡、水動力、擴散和滲透方式向表遷移過程中,其效能、方式與油氣藏的蓋、斷系統、儲的流體性質、壓力等質因素密切相關。
  19. The relationship between microlithotype and the distribution of cleat in coal bed is discussed through a case from hedong coalfield, combining microstratigraphy and statistics methods

    摘要綜合利用顯微學和統計學方法,以河東煤田中北部8煤為例,研究了煤顯微煤巖類型與煤分佈的關系。
  20. Based on the relation of permeability with geo - sress, depth, cranny, reservoir stress, hydrogeology which is analyzed by former, it is pointed out that the most important and extensive factors are geo - stress and depth

    摘要在前人分析滲透率與應力、埋深、、儲壓力和水文質條件等相互關系的基礎上,指出影響煤儲滲透率最普遍和主要的因素是應力和埋深。
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