水力劈裂 的英文怎麼說

中文拼音 [shuǐliè]
水力劈裂 英文
hydraulic fracture
  • : 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...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : 劈動詞1 (分開; 分) divide; split 2 (分裂; 使離開原物體) break off; strip off 3 (腿或手指等過...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • 水力 : waterpower; hydraulic power水力剝離 [采礦工程] hydraulic stripping; strip with water; 水力采礦 hy...
  1. Following is the factors ideating with the surface of old concrete in different way ( including brushing surface, chiseling surface, cleaving surface ), adherence agent ( including cement slurry, cement sand slurry, cement slurry with the u expansion agent ), the freeze - thaw circulation times and air - entraining. as a result, we found that the roughness influence on the adhesion capability of the new on old concrete to a large degree. the larger rougeness is, the larger the splitting tensile strength on the adhension face is. the kind of adhesion agent is also influence on the adherence capability of new on old concrete. the circulation times of freez - thaw have a large influence on the splitting tensile strength of adherence face of new on old concrete. the analysis of tests give some advices to the practical engineering

    主要考察了老混凝土表面不同處理方式(刷毛面,鑿毛面,面) 、界面粘結劑類型(泥凈漿,泥砂漿, u型膨脹劑泥漿) 、凍融循環次數等對新老混凝土粘結面拉強度的影響,以及凍融作用下新混凝土加氣對粘結面拉強度的影響。試驗結果表明,粗糙度對新老混凝土粘結性能有重要影響,隨著粘結面粗糙度的增大,粘結面拉強度不斷增加;界面粘結劑類型對新老混凝土粘結性能有一定影響,在凍融作用下, u型膨脹劑泥漿粘結效果不如泥凈漿和泥砂漿;凍融循環對粘結面拉強度有較大影響,加氣能明顯改善新老混凝土粘結面的抗凍能
  2. 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:硬質巖體中構造隙、卸荷隙、及各種軟弱夾層,結構面的的存在是危巖形成的地質基礎;地應卸荷、風化、流侵蝕、植物根是危巖發育的主要作用;重、地震是危巖崩塌的主要荷載。
  3. Hydro - splitting off analysis on underground water in deep - lying tunnels and its effect on water gushing out

    深埋隧道涌過程的水力劈裂作用分析
  4. Experimental results of marshall remnant stability test, water susceptibility tensile strength ratio ( tsr ) test and rutting test show that graphite modified ecac possesses of high anti - water damage ability and excellent high - temperature stability, which is expected to apply as new - type pavement

    馬歇爾殘留穩定度試驗、凍融試驗和車轍試驗表明石墨導電瀝青混凝土的抗損害能強,高溫穩定性能良好,可作為新型路面使用。
  5. The authors and their research team design a sat of bran - new hydro jacking test equipment and suited software on the basis of their hydro - fracture research

    摘要在壓致法地應測試研究的基礎上,結合工程實際情況設計出一套全新的測試系統設備和相匹配的測試軟體。
  6. The grade composite, road performance and its mechanism are systemically studied. 1 ) the aggregate grade of ogfc is studied through the volume method base on the analysis of the aggregate grades. then the grade is verified and the relation between the grade and pore rate is studied statistically, the typical grades of ogfc are developed ; 2 ) the reasonable pore rate of ogfc is studied on the basis of the balance of mechanics and function performance ; 3 ) the mineral fiber is added to the ogfc mixes to increase asphalt content, thus the anti - water performance of ogfc mixes are improved ; 4 ) high viscous asphalt fit for the preparation of ogfc is prepared through composite modification by sbs and rubber powder ; 5 ) the mechanics mechanism of ogfc is studied in the paper, it shows : asphalt paste, as well as the coarse aggregate skeleton, is essential to the mechanics of ogfc

    在分析各國ogfc級配的基礎上,運用礦料體積法進行ogfc級配設計,用正交實驗對礦料級配進行了優化設計,運用數理統計方法分析礦料級配和孔隙率之間的關系,並回歸出礦料關鍵篩孔通過率與ogfc骨架空隙結構關系的數學方程,進而提出了ogfc的合理級配;通過對不同孔隙率典型級配混合料的性能研究,綜合學和功能性能,得出了ogfc的合理孔隙率范圍:針對高速公路面層對ogfc學性能方面的要求,本文從瀝青膠結材料、纖維穩定劑兩方面對ogfc的性能進行改善:通過sbs和橡膠粉復合改性的方法開發出了適合ogfc的高粘度改性瀝青,摻加聚合物纖維,提高ogfc的最佳瀝青用量,進而改善了混合料的高溫性能和抗損害性能,優化設計出能滿足高速公路路用性能,車轍動穩定度達5000次/ mm以上,動融強度比90 ,透系數31ml / s ,並具有防滑降噪功能的開級配瀝青磨耗層( ogfc )混合料。
  7. A review of fracture rock hydraulic fracturing research

    隙巖體水力劈裂研究綜述
  8. Experimental study of hydraulic fracturing of rock mass

    巖體水力劈裂試驗研究
  9. Study on mechanism of hydraulic fracturing in core of earth - rockfill dam

    土石壩心墻水力劈裂機制研究
  10. Hydraulic fracturing is firstly applied to increase the output of oil well as a technique, and then is applied to test the preliminary ground stress

    水力劈裂首先作為一種技術最初應用於石油工業以增加油井產量,后來用於初始地應測量。
  11. In this thesis, hydraulic fracture test basic research and calculating method was developed by support of the key project of national natural science fund

    本文在國家自然科學基金重點項目的支持下開展了巖體水力劈裂的基本試驗與計算方法的研究。
  12. Along with the development of society, lots of heavy constructions is developing to the underground, underground engineering ca n ' t separate with the force of groundwater, all of these promote the development of hydraulic fracturing research.

    隨著社會的發展,現今許多大型工程的建設正在向地下發展,地下工程離不開壓的作用,這推動了巖體水力劈裂理論的研究。
  13. The hydraulic fracturing of rock mass is one embranchment of the fissured rock mass seepage - stress coupling research. up to now study on this problem is just in its initial stage, lots of basic theoretical problems should be researched more deeply

    巖體水力劈裂問題是隙巖體滲流?應耦合研究的一個分支,對於它的研究尚處于初始階段,許多基本的理論問題有待進一步深入研究。
  14. Along with construction of hydropower project, exploitation of ore, deposition of nuclear waste, development of terrestrial heat and so on, more and more geotechnical engineering is in the high hydraulic head, and deep embedded geohydrological condition, the hydraulic fracturing of rock mass is paid more and more attentions by engineering scholars

    隨著電工程建設、井工礦石開采、地下核廢料儲存、地熱開發等越來越多的巖土工程都處于高頭、大埋深等惡劣文地質條件下,巖體水力劈裂逐漸受到越來越多工程界學者的關注。
  15. Firstly the present situation of hydraulic fracturing of rock mass was talked about, then, the hydraulic fracturing of rock mass test was carried out with cement mortar ( analogue material of rock mass ) thick tube hollow cylinder through seepage - stress coupling apparatus that was developed by the laboratory of seepage control in hohai. through the analysis of data, the thesis discussed the mechanism of the hydraulic fracturing of rock mass

    首先對巖體水力劈裂研究的現狀作了較為詳細的綜述,然後應用河海大學滲流實驗室的滲流?應耦合試驗儀對以泥砂漿為巖石相似材料的厚壁圓筒試件進行了水力劈裂試驗,並對試驗結果進行詳細分析,對試件水力劈裂破壞機理進行了深入的探討。
  16. Among them, the uncompetent pelitic series are cleaved in the srong - deformation zone with relatively high temperature, high pressure ; with weak hydrofracturing, the competent sodium - rich series dilatacying and forming microfracture ( ie, embryonic fracture ) in the core of the weak - deformation demain, which is a natural lens - like pumping centre with relatively low temperature, low pressure and high permeability

    強變形帶中的非能幹性泥質巖系強烈理化,為相對高溫高壓帶;弱變形域內的能幹性鈉質巖系則伴隨弱作用發生擴容,形成雛形斷的微隙,同時,它是一個相對低溫、低壓、高滲透率的透鏡狀天然泵吸中心。
  17. The damage caused by hydro - chemical and hydraulic erosion in groundwater environment for carbonate rock is defined as rock erosion damage by author. the hydro - chemical damage is caused by the chemical reaction between groundwater and carbonate rock, while hydraulic damage by hydraulic fracture action

    本文定義賦存於地下環境中的碳酸巖或其它易腐蝕巖體,在地下化學腐蝕與)作用下內部出現更多缺陷,從而使其學和學性能發生劣化或改變的作用為腐蝕損傷作用。
  18. Test method of mechanical propertes of mortar for ferrocement - test of tensile splitting strength

    鋼絲網泥用砂漿學性能試驗方法抗拉強度試驗
  19. The physical and mechanical properties of the raw materials and the recycled mixture are studied respectively in this paper by means of indoor experiments. the primary mechanical indexes of the recycled mixture are tested, including the unconfined compressive strength, the resilient modulus and the cleavage strength. the changing laws of these indexes are related to the cement content, the ratio of old asphalt mixture to lime soil and the aged - period

    初步對再生混合料的無側限抗壓強度、抗壓回彈模量和強度等主要學指標進行了分析評定,總結了其強度性能與剛度性能隨泥劑量、舊路面與灰土比例和養生齡期的變化規律,並建立了各指標之間的相互聯系;此外對再生混合料的穩定性、抗凍性、干縮特性、溫縮特性和疲勞特性也進行了試驗分析;在上述研究的基礎上還探討了原材料性質對再生混合料性能的影響。
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