泥裂 的英文怎麼說

中文拼音 [liè]
泥裂 英文
desiccation crack
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  1. If magnitude of expansive stress caused by adscititious magnesia is too large, or its distribution is not uniform, it trends to damage the structure of cement concrete, and then affect seriously dam durability

    如果氧化鎂混凝土膨脹量過大或不均,都將破壞水混凝土結構,影響耐久性,甚至局部崩造成安全事故。
  2. Long term immersing marshall test and frozen - thaw cycle test were used to investigate the anti - stripping performance of andesite asphalt mixture using cement and anti - stripping agent

    摘要採取長時間浸水馬歇爾試驗和多循環凍融劈試驗方法,對摻加了水、抗剝落劑的安山巖集料瀝青混凝土水穩定性能進行研究。
  3. 2. tazhong ancient uplift originated from normal fault in paleozoic, hydrocarbon formed in ordovician period, structure reverse made tazhong uplift form from the middle ordovician period to the late ordovician period, and it provided geologic background for the deposit of silurian - devonian stratum. tazhong uplift formed at the end devonian, ancient reservoir was destroyed and asphaltum sandstone formed, structure deformation more destroyed ancient reservoir in early permian, after then the major of structure deformation is regulation

    塔中隆起源於早古生代拉張背景下的正斷層,寒武-奧陶紀為其烴源巖形成的重要時期;早奧陶世末-晚奧陶世末的構造反轉是塔中隆起的主要形成期,同時也為志留系形成地層及復合圈閉提供了古地理背景;志留?盆紀塔里木盆地南北緣均轉為活動大陸邊緣,形成了大量的斷和不整合;盆紀末塔中鼻狀隆起基本定型,古油藏遭受破壞,形成了瀝青砂巖;早二疊世晚期的構造變形使古油藏遭受進一步的破壞;二疊紀后構造變動主要以調節為主。
  4. To improve the binding strength between the deck slabs and deck surfacing layer of badong changjiang river highway bridge and to provide the surfacing layer with anti - cracking ductility, a series of technical measures has been taken in the construction of the deck surfacing of the bridge, including those of embedding binding reinforcement in the deck slabs, spraying inorganic binding agent between the slabs and layer, replacing part of the cement with micro expansion agent and adding appropriate amount of polypropylene fibers to the concrete

    摘要巴東長江公路大橋橋面鋪裝,通過採取預埋橋面粘接鋼筋、噴塗無機界面粘結劑、用微膨脹劑替代部分水、在混凝土中摻入適量的聚丙烯纖維等措施來提高橋面板與鋪裝層間的界面粘結強度和給橋面抗增韌。
  5. The hydrofracturing breccia is formed by deep rich - sodic and gold - hosted fluid hydrofracturing in a set of devonian system hot - water sedimentary rich - sodic rocks

    認為該水壓角礫巖體是深源富?含金流體在盆系一套熱水沉積的富鈉質巖系中發生水力壓作用形成的。
  6. In this paper the properties of the polymer modified cement mortar are studied of didy formwork concrete surface coated layer for protection. the emphasis is focused on the permeability and cracking - proof feature

    本文主要對模網混凝土聚合物改性水砂漿保護層的性能進行研究,著重探討了與耐久性密切相關的抗性能和抗滲性能。
  7. 5. the fractures of marlite, sandstone, faults and the disconformity between sha san member and sha er member are three main conduit systems. for this low maturity of the oil kitchen, the fractures of marlite that coexist with source rock might as well be an important bridge to link oil kitchen and reservoir

    5 、通過對德南窪陷輸導體空間分佈及物性特徵分析,揭示並論證了本區特殊的輸導層主要是與源巖共生的灰巖、質白雲巖及白雲巖中的縫系統,為進一步尋找有關油氣藏指出方向。
  8. The pipe is complete enwrapped by cement after grouting, not loose and rupture when pulling wire

    外壁環狀波紋,灌漿后可完全包裹在水中,拉線時不會松動或斷現象。
  9. The expansion agents can only make up the shrinkage to some extent, and the compensation effects would be reduced when the retardener and fly - ash are used. the expansion agents are not panaceas to avoid the shrinkage cracking as expansion can also reduce the concrete soundness. under bad curing condition, the polypropylene fibrillated film fiber can improve concrete ' s anti - crarking property, while the nominal steels have very unobvious effects. to reduce the concrete shrinkage thus avoid the cracking, the former factors must all be taken into account in concrete proportion design to develop sound concrete

    研究結果表明,水的品種和用量是影響混凝土收縮值的主要因素之一,當混凝土中水用量超過470kg / m ~ 3時,混凝土的收縮值超過400 10 ~ ( - 6 ) ,在約束狀態下存在高開風險;採用細砂使混凝土單位用水量顯著提高,收縮值也大幅增加;優質粉煤灰總體上能抑制混凝土的收縮,以超量方式摻入其抑制作用更加明顯,但粉煤灰混凝土早期的粘聚性較差,應注意養護,以免失水產生龜;早強減水劑和緩凝減水劑都會使混凝土收縮值增加;膨脹劑只能補償混凝土部分收縮,同時受緩凝劑和粉煤灰的抑制,而且膨脹使混凝土的體積安定性增加了不確定因素,膨脹劑不是解決混凝土收縮縫的良方。
  10. The quaternary system is characterized by high geothermal gradient, with low scope of overpressure in its deep and shale caprock saturated with formation water of high salinity

    第四系具有較高的地溫梯度,深部發育了低幅超壓;甘森泉小柴旦基底斷影響氣藏構造的完整性;第四系飽含高礦化度地層水巖構成的蓋層可以起到一定的封蓋作用。
  11. Where the road went uphill or downhill the crush became greater, and there was an uninterrupted roar of shouts. the soldiers floundering knee - deep in the mud clutched the guns and clung to the waggons in the midst of cracking whips, slipping hoofs, breaking traces and throat - splitting yells

    士兵們陷入膝深的濘中,雙手抬著炮身,扶著帶篷大車馬鞭不停地抽撻,馬蹄滑動著套索眼看就要破,他們拚命地吼叫,叫痛了胸口。
  12. It is the regional structure stress field formed in the processes of formation of the major faults of buried hills action on the graben that controlled the development of the fractures of sandstone of mesozoic of baigezhuang region

    正是壘塊上古潛山內幕主要斷層形成過程中的局部構造應力場,控制形成了柏各莊地區潛山中生界砂巖中縫的發育。
  13. Deep and sub fissures were advantageous fields for ascending and assembling of the ore - forming thermal fluid. in addition, gritstone and mudstone provided the condition for the atmospheric water ' s descending

    深大斷及次級斷是深部成礦熱液上升和匯集的優良場所,周圍砂巖和巖又為大氣降水的滲透提供了條件。
  14. Utilization is of importance for hydraulic concrete. utilization of the industrial scrap such as fly ash for concrete not only saves cement and invest, but also produces and improvement of concrete performance, including the cracking of mass concrete due to hydration heat

    利用粉煤灰等工業廢料生產混凝土不僅可節約大量水,減少投資,而且可以改善混凝土的某些性能,包括在大體積混凝土中防止水化熱引起的結構開
  15. 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,劈面) 、界面粘結劑類型(水凈漿,水砂漿, u型膨脹劑水漿) 、凍融循環次數等對新老混凝土粘結面劈拉強度的影響,以及凍融作用下新混凝土加氣對粘結面劈拉強度的影響。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,粘結面劈拉強度不斷增加;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型膨脹劑水漿粘結效果不如水凈漿和水砂漿;凍融循環對粘結面劈拉強度有較大影響,加氣能明顯改善新老混凝土粘結面的抗凍能力。
  16. 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,綜合青島市區的地質狀況,除海邊有砂性土及淤軟土外,大部分地域巖土條件相對較好,多以強風化巖為主,但巖石隙發育,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。
  17. Research on fracturing grouting in soft flowing mucky clay

    軟流塑淤質地層劈注漿加固試驗研究
  18. The occurrence of variegated polymictic conglomerate sediment, mud cracks, gypsum strata and so on can provide evidences for aridity climate in western liaoning

    兩剖面復成分礫巖雜色沉積、泥裂、石膏層等為該區可能存在的乾旱氣候提供了依據。
  19. It ' s a kind of dead soft - rock with some special characteristics of muddiness, softenness, dehydrate and rift etc when it meet water. however, the articles about the socketed piles in this stratum had not been discovered

    昔格達組巖在四川境內的西昌、攀枝花地區分佈較為廣泛,該巖層具有遇水化、軟化和脫水開等特徵,屬極軟巖類。
  20. With stromatolite but no desiccation crack, the depositional environment of middle - late cambrian in the area was intertidal zone to subtidal zone with the shallow - water features

    根據其中的疊層石和無明顯泥裂構造,推測為潮間帶局限潮下帶沉積環境。
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