滲水巖 的英文怎麼說

中文拼音 [shènshuǐyán]
滲水巖 英文
permeable rock
  • : 動詞(液體慢慢地透過或漏出) ooze; seep
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 名詞1. (巖石) rock 2. (巖峰) cliff; crag
  • 滲水 : bulging
  1. In addition, this paper carry out successfully the support design practice in the preceding excavation of 4km long exploratory tunnel. according to the thesis research results, the following conclusion can be drawn. if the grouting rock can possess sound anti - seepage capability and the liner structure can hold higher hydraulic permeability relatively, and if the adjoining rock can be made as primary load - bearing structure by construction measure, the stability of country rock and the safety of liner structure will be guaranteed

    計算結果表明,如果能使錦屏工程引隧洞灌漿圈圍具有較好的防性能,將高外壓力控制在灌漿圈以外,再配合透性相對較好的支護結構以及排措施,使灌漿圈圍成為主要承載結構,並使襯砌結構和灌漿圈共同承載,是可以保證圍的穩定和支護結構安全的。
  2. This thesis tries to solve the problems in the design and construction of jinping cascade 2 hydropower station. a typical section is selected to analysis seepage, seepage control and fem numerical simulation. the influence of different plans of excavation and support on seepage field of subsurface water and stability of adjoining rock are studied. the homologous support pattern is suggested according to the research results

    本文就錦屏二級電站(一期)深埋長隧洞的設計和施工中面臨的一些問題,選取隧洞的一個典型斷面進行流、控分析和開挖及支護的有限元數值模擬,從而就深埋隧洞不同的開挖及支護方式對地下流場及圍穩定性的影響和所應採取的支護措施等方面進行了探索、研究。
  3. In view of the natural conditions in loess area of gansu, in the light of investigation conditions of seepage of built loess and weak rock highway tunnels in this area and classification of water gushing conditions for railway tunnels, and by engineering analogism, the classification of tunnel water gushing types suited the structure design of highway tunnel waterproof and drainage, and the three methods for checking and subdividing water gushing types are presented

    摘要針對甘肅黃土區的自然條件,依據該地區已建黃土及軟公路隧道調查情況和鐵路隨道涌狀態分類,運用工程類比法提出適合該地區公路隧道防排結構設計的隧道涌類型劃分及對涌類型校核與細分的三種方法。
  4. 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,正常蓄位標高1880米。壩址區出露的地層為三疊系雜谷腦組二段大理和三疊系雜谷腦組三段的砂板。在勘探過程中,發現左岸壩肩大理體中的構造裂隙和溶蝕裂隙發育,且成為強透地層,為此壩基的防成為重要問題。
  5. Spray-zone diagenesis or seepage is another variant on hypersaline brine alteration of contemporaneous carbonates.

    浪花帶的成作用或濾作用是影響同生碇酸鹽的起鹽囪變化的另一個因素。
  6. The oxidation of pyrite engenders acid water that is causticity to concrete, bring forward the prevention and cure measure to it

    根據系的發育及石的透性,提出防措施;黃鐵礦氧化產生的酸性對混凝土具有腐蝕性,提出防治措施。
  7. Within the rock which forms the highly permeable reservoir convection currents of hot water or steam occur.

    在形成高透性熱儲的體內,存在或蒸汽的對流運動。
  8. Some water distiled over the rocks from the moist undergrowth.

    石下潮濕的草叢使石上滴。
  9. Some water distilled over the rocks from the moist undergrowth.

    石下潮濕的草叢使石上滴。
  10. The investigation of a lot of parameters about treated sandstone, brick materials and earthen materials with fluorited polymers has been carried out, such as the formation of polymer, the penetration depth, porosity, capillary absorption and penetration coefficient, water uptake, compressive strength, drilling resistance, absorption isotherms of water vapor, water vapor diffusion, color changes as well as resistance to desegregation of water, frizzing - throwing cycles, worming - cooling cycles, and so on. in addition, the influence of salt crystallization, acid and base, and uv aging have also been assessed in order to better understand the protection effects and utilization possibility of two fluorinated polymers, mainly according to astm standard and the combination of international methods together with general technological

    分別以國家級文物保護單位的土質、砂和磚材文物樣品為對象,依據astm標準及國際通用文物保護研究方法與評估準則相結合,通過膠化物形成周期、透深度、孔隙度、毛細吸透系數、持量、抗壓強度、抗鉆強度、吸附蒸氣的能力、透氣性、外觀顏色等系列參數的測定,及凍融、冷熱循環、酸堿腐蝕后抗壓強度的衰減、可溶鹽對保護效果的影響、酸堿及光照對表面保護效果的影響,對兩種含氟聚合物及其與有機硅的共混物在文物加固保護和表面防護中的可行性和保護效果給予了系統研究。
  11. Using the rock resistivity meter with simulating in - situ conditions, the relations between rock resistivity and temperature were observed from 6 sandstone samples with different porosity and permeability, while samples were brine water - saturated and subjected to certain confining pressure. it is found that the resistivities of water - saturated rock samples decrease in the form of power expression with the temperature increase. although the resistivity of brine water decreases with temperature in the same rule, it can not entirely account for the decreasing of rock resistivity. the cementation factor

    利用模擬地層條件芯電阻率測量儀,對6塊孔隙度透率各不相同的砂芯,在一定圍壓條件下,芯完全飽和鹽時,考察了芯電阻率隨溫度的變化。發現飽和鹽芯的電阻率隨溫度升高,以冪函數形式下降。雖然芯中飽和鹽的電阻率同樣隨溫度以冪函數形式下降,但芯電阻率的下降不能完全用芯飽和鹽的下降表徵。
  12. The damage and mechanism of the two styles are analyzed on emphasis, and some treating methods such as anti - seeping and plugging, the installation of surface drainage system and cliff sheer eaves are also put forward

    在崖壁上的運移方式將花山畫的病害分為裂隙和面流,著重分析了它們各自的危害和機理,提出了防堵漏、建立地表排系統、修建立壁遮擋檐等防治對策。
  13. ( 2 ) when tunnel water is blocked up fully behind the lining, water pressure on the lining will reach maximum at last so long as surrounding rock near the lining is infiltrative no mattter how much the permeability coefficient of surrounding rock is

    ( 2 )隧道採用完全不排措施時,只要襯砌附近的圍,襯砌背後與含力聯系,不論透系數多大,襯砌背後最終壓會達到靜壓,計算時壓不宜折減。
  14. Test study indicates that, stress sensitivity of low permeability gas reservoirs exists objectively not only for dry rocks, but also rocks with irreducible water, and harm of stress sensitivity to permeability cannot he ignored

    實驗研究表明,不管是乾燥石還是含束縛石,低透砂氣藏儲層的應力敏感性是客觀存在的,而且這種應力敏感性對儲層透率造成的傷害不可忽視。
  15. On the basis of existing studies in the field of seepage of rock mass both at home and abroad, the present dissertation has conducted a broad study in terms of hydraulic and geometric parameters, computing model, basic seepage law, fracture drainage, rockmass " unloading mechanics and its relations with seepage. the paper is written by employing such methods as field observation, model test, theory research and numerical analysis. the main research payoffs are as follows

    本文在充分認識了國內外流研究的發展及研究現狀的基礎上,結合現場觀測、模型試驗、理論研究及數值分析等多種方法,對裂隙體的力幾何參數、計算模型、基本流規律、裂隙排體卸荷力學及其與流的相互作用等多方面進行了研究,取得了如下一些主要成果。
  16. The information of the carbon and oxygen isotopes in the ground - water ' s in carbonate plays an indicated role in the seperation the ground water system. and in the end of the paper, some prelimilary suggestion have been naturally put forward for the stop of the leakage in the dam foundation

    中稀土sm tb的比值反應了相互作用過程中溶作用以及黃鐵礦氧化作用的強弱。地下中碳酸鹽碳氧同位素的信息對地下系的劃分起到指示作用。最後,對壩基的防提出初步的建議。
  17. Analysis of features of rock movement and seepage mechanism for shallow - lying coal seam mining

    淺埋煤層開采移特徵與機理分析
  18. Coupling analysis of high slope stability in water - filled rock by using fracture network seepage and distinct element

    裂隙網路流與離散元耦合分析充質高邊坡的穩定性
  19. Based on the hydrogeological conditions, this paper analyzes the styles, damages and mechanism of the water permeation disease, which is divided into fissure water permeation and surface flow water by the water ' s travelling pattern on the sheer

    摘要根據花山畫區的文地質與工程地質條件,分析了病害的類型、危害及其形成機理。
  20. In the doctoral dissertation, thorough studies on determination of unsaturated hydraulic parameters of fracture through experiment and numerical simulation, mechanisms of unsaturated seepage flow in fracture, analysis of saturated - unsaturated seepage flow in fractured rock mass due to surface infiltration and influence of surface infiltration to the stability of rock slope are made. and the above mentioned research achievements are applied to the analysis of real large - scale project

    本文就單裂隙非飽和力參數的試驗測定和數值模擬確定、單裂隙非飽和流的機理、有地表入的裂隙體飽和非飽和流分析以及地表入坡穩定性的影響等方面展開了較為深入的研究,並將上述研究成果應用於實際大型工程問題的分析中。
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