砂質地基 的英文怎麼說

中文拼音 [shāzhíde]
砂質地基 英文
sandy subgrade
  • : 名詞(沙子) sand; grit
  • : Ⅰ名詞1 (性質; 本質) nature; character; essence 2 (質量) quality 3 (物質) matter; substance;...
  1. Therdly because of the influence of terrain and geological structure, arenaceous resources of different regions are different in mu us. sands are mainly from riverway in northwest ; from efflorescent cretaceous sandstone on account of higher topography in the middle part of mu us ; and sands resources are intricated in southeast, mainly including riverway sands, sands blown by the wind and embedded sands under so

    3 、毛烏素沙因受形和構造影響,不同區域的來源情況不盡相同,西北部區主要為河道沙;中部勢較高,為白堊系巖裸露而風化成沙;東南部區沙來源情況復雜,主要有:現代河道、風積沙、也有埋藏在現代壤土之下的出露古沙。
  2. Based on available data, the study on regional structure, sedimentary reservoir and source rock characteristics shows that the basins in south china sea had experienced sedimentary evolution in faulting period and depression period, deposited thick cenozoic formation, upwardly developed alluvial fan facies, river - lake facies coastal swamp facies coastal facies, neritic facies and bathyal deposit system, regionally had 3 source rocks of eocene, oligocene and miocene, 3 reservoirs of pre - cenozoic basement buried bill, oligocene sandstone and miocene reef, with pliocene and pleistocene neritic facies and bathyal shale as regional caprock

    摘要以現有資料為礎,通過對區域構造、沉積儲層、烴源巖特徵等礎石油條件研究,認為南海海域各盆經歷了斷陷期和坳陷期沉積演化,沉積了巨厚的新生代層,自下而上發育了沖積扇相、河湖相、濱岸沼澤相、濱海相、淺海相、半深海相沉積體系,區域上存在始新統、漸新統和中新統3套烴源巖,前新生代巖潛山、漸新統巖、中新統生物礁3套儲層,區域蓋層為上新統和更新統淺海半深海相泥巖。
  3. Based on the effective medium hb resistivity models in laminated or dispersed shaly sands proposed by berg, the general effective medium hb resistivity model in laminated and dispersed shaly sands is established. in the derivation of the model we assume that clay - bound water fraction is included in total pores, clay - bound water and formation water have the same resistivity, and yet the difference of electrical properties between the two waters is incorporated into clay grain conductivity

    本文首先於berg提出的層狀泥或分散泥巖有效介hb電阻率模型,並在總孔隙中考慮粘土結合水的體積,但不考慮粘土結合水與層水導電性的差別,而將粘土結合水與層水的導電性差別歸結到粘土顆粒導電中,建立了混合泥巖有效介通用hb電阻率模型。
  4. Our company is located in furong town, famous for drills manufacturing, to the north is yandang mountain - one of the greatest sceneries in china, convenient traffic, near to no. 104 highway. we specialized in manufacturing cemented carbide series, hex fey wrennch magwetil nut serrer power pneumatic screwdriver bits series, screwdrivers, pneumatic holder, diamond core drills for glass, diamond core drills for marble and silica carbide materials, etc

    本公司位於國家級風景區(世界公園之稱)雁蕩山南麓,被命名為「中華全國鉆頭(建工)產業」的芙蓉鎮,交通便捷,近臨104國道線,是以專業生產硬合金系列電動、風動螺絲批咀、內六角板手、螺絲刀、套筒、玻璃開孔器、大理石開孔器、金剛等系列產品的廠家。
  5. The exploration of oil and gas has been gonging on for nearly one century in the ordos basin. the research of basin ' s basic theory and productive experience indicates that the sandstone reservoir with good permeability is the base and the various traps are the conditional factor of mesozoic oil accumulation

    鄂爾多斯盆的油氣勘探開發已經持續了近一個世紀,盆礎理論研究和生產實踐認為:在中生界油藏的諸多成藏條件中,發育良好的儲層體是礎,多類圈閉是條件。
  6. In order to direct the water to the forebav of the pump station from the original canal, a channel long 135 m is designed. it crosses through the terrain top with a depth of more than 50 m. soil of the channel slopes is a strongly - weathered silty and sandy mudstone with many well - developed reticular cracks and takes the structural surfaces almost same as the channel slopes

    東深供水工程金湖泵站位於塘廈鎮東面,屬低山、殘丘貌,面高程22 60m ;泵站前池進水渠橫切山脊,連接原東深供水河,設計開挖1條長135m的進水渠,坡高50多米,邊坡土為強風化的粉泥巖,網狀裂隙發育,結構面本與坡面重合;坡體土中含有較多的粘土礦物,具有遇水軟化的特性。
  7. Prevention of quality accident for drill hole filling pile in sand soil foundation

    鉆孔灌注樁量事故預防
  8. The application of vibrator simplex sand pile to treatment warp clay ground

    振動沉管灌注樁在處理淤泥粘土中的應用
  9. The basement of the basin is consist of precambrian crystal basement and paleozoic folding basement, while the cover has undergone the evolution of intra - continental rife in permian, down warped basin in triassic - cretaceous period and inter - mountains basin in tertiary. the main sediments are huge - thick volcanic rock, shallow intrusive rock and tuff in early permian, dark mudstone, marl and muddy dolostone in lucaogou formation in middle permian, huge thick volcanic rock, intruder in tiaohu formation in middle permian, miscellaneous sandy gravel, sandstone and gray mudstone in triassic ( the red is under the gray, and huge - thick dark gray, gray sandy gravel, sandstone, mudstone with coal layer in jurassic

    底由前寒武紀結晶底和古生代褶皺底組成,盆蓋層則經歷了二疊紀的裂谷盆、三疊紀?白堊紀的坳陷盆和第三紀后的山間盆的演化過程。盆主要沉積了下二疊統巨厚火山巖、淺成侵入巖和凝灰巖;中二疊統蘆草溝組的暗色泥巖、泥灰巖、白雲巖石以及條湖組的巨厚層火山巖、侵入巖;三疊系雜色礫巖、巖及灰色泥巖(下紅上灰) ;以及侏羅紀厚層深灰、灰色礫巖、巖、泥巖夾煤層。
  10. By using the data of the experiment, this dissertation has analysed the relationship between the dynamic parameter and the self - property, then based on the elastic half space theory of the dynamic foundation, this dissertation get the method to measure the density of silt or sand subsoil using instantaneous implusion

    本文通過試驗獲得的數據,分析土的動力參數與土體的本身性之間的關系,並應用動力礎半空間理論,得到了全新的利用瞬態錘擊法來測定粉土的密實度的方法。
  11. ( 3 ) according to the principle of equality of consolidation degree, an equivalent method of converting vertical drain to layered soil was proposed, and we can use plane strain fem to analyze ground with vertical drain via translating it to layered soil foundation

    ( 3 )根據固結度等效的原則,提出了與單井固結理論等效的成層均等效滲透系數計算方法,從而將復雜轉化為無井成層,可用於平面應變有限元簡化計算。
  12. The papers and technical reports about the oil tank foundation treatment shows that in our country abundant experiences have been built up in dealing with the soft clay foundation, while there were few cases for sand foundation. analyzing the geological condition, the author proposed that the foundation soils at shuguang pump station belong to high - permeability sand layers

    根據曙光泵站區的條件,論文認為該區主要是一套以高透水性的類土為主的層,粘性土層較薄且富夾薄層粉細土的水平向與垂直向排水條件良好。
  13. Based on the discussion above, firstly in this article, it researches the deformation situation of pile soft soil flexible foundation of djcm pile composite ground under flexible foundations and the effecting law to the mechanic characteristics of soil while making pile through the model test in library

    於上述考慮,本文首先通過室內模型試驗,研究了柔性礎下水泥粉噴樁中樁、樁間土和柔性礎(試驗中為墊層)的變形情況,以及水泥粉噴樁在成樁過程中對樁間軟土物理力學性的影響規律。
  14. The study solves engineering problem as follows : ( 1 ) the systematic study on the historical course of xigeda strata deposit and geologic environment includes strata, lithologic characters and constitution et in the liangshan and panzhihua region. the results show that the xichang - panzhihua express way is controlled by the anninghe fault and the xigeda fault, the earthquake frequently happen in the region of pass, the different sedimentation number is more great, they effect the road building, safety in operation and structure belong road ( 2 ) because in some place the xigeda strata is foundation and roadbed, the study on the basic properties of the xigeda strata include density, moisture content plastic and liquid limit graduation. the results show that the xigeda strata is deposition in lake, the main component is mudstone and sandstone, the fine particle is main, it has some viscosity, the moisture content of mudstone is different the it of sandstone, the other property are likeness. the xigeda strata has no dilatation on total, some claystone have low and medium dilatation ; ( 3 ) the study on the basic properties of xigeda filler include the composition of matter the biggest standard dry density, the optimum moisture content the results show that xigeda filler can use as road material, it is well grade filler and admixture filler on essence, its compaction index should change in different place because the property is controlled by mudstone and sandstone that change is great in different place ; ( 4 ) the study on the xigeda filler craft used as express way roadbed, includes suitable thickness, compaction numbers and methods and equipment choice et

    公路沿線廣泛分佈有昔格達層,昔格達層能否用作高速公路路填料,國內沒有先例,本論文就是結合導師的科研項目,在非典期間,現場長達5個月的工作,完成了從試驗、現場施工工藝到路堤分層沉降監測等工作,是面對生產實際,認識昔格達層的性和其作為、路和填料應用中面臨的問題進行的研究。主要的研究內容有:對攀西層巖性、構造等環境和昔格達層的沉積歷史過程作了系統的分析,研究表明西攀高速公路主要受安寧河斷裂和昔格達斷裂影響,通過震活動頻繁,差異沉降較大,對公路建設、安全運行和沿線構築物設計有較大影響;由於昔格達層在有些路段作為、有些作為路,對其本性進行了研究:包括天然密度、含水量、塑液限、顆粒級配等指標的試驗研究。研究成果表明:昔格達層為湖相沉積,主要為巖和泥巖,它以細粒組為主,同時粘粒的存在,使其具有一定粘性。
  15. Secondly, in combination with basic physical experimentation of the henan item “ study on embankment settlement mechanism and development rule for highway in the silt soil region ”, the mechanics speciality of silty soil is completely cognized and realized, through the laboratory experimentation of three kind of classical silty soil in puyang city. the experimentation include laboratory physical mechanism test, static compaction test, direct shear test, permeability test. and also analysis the influence of water content on soil ’ s shear strength, permeability and other mechanism character

    其次,結合河南項目「粉區高速公路路沉降機理及其發展規律研究」課題的本物理試驗部分,通過對濮陽市三種典型的粉土的室內物性力學性試驗、標準擊實試驗、直接剪切試驗、滲透試驗等一系列試驗研究,對粉土的各力學特性進行全面系統的認識和了解,分析了含水量對粉土的抗剪強度、滲透性等力學性的影響。
  16. However, there are much silt, silty clay, and silt - and - sand bed in the highway grounds of many provinces and cities

    我國許多省市的公路中大量存在著淤泥、淤泥粘土、淤泥混層。
  17. However, there are much silt, silt clay, and silt - and - sand bed in the highway grounds of many provinces and cities. if expressways are built on these grounds without improvement or managed improvement, the quality of roads will fall even destroy

    我國許多省市的公路中大量存在著淤泥、淤泥粘土、淤泥混層,若不經過處理或處理不當,會引起道路量的降低甚至破壞,因此,必須加強高速公路軟處理的研究。
  18. In view of the technical problems of softening of foundation soil and reduction of bearing capacity of the breakwater under the action of repeated wave loads during the execution of the second phase of the deepwater waterway regulation project in the changjiang estuary, tianjin port construction corporation has successfully developed safer, higher quality and highly efficient technology and special - purpose marine craft and machinery for laying deepwater sand blankets and offshore installation of prefabricated drains, which were more suitable for the working conditions in the changjiang estuary, and has also explored the construction technology for prefabrication of caissons with rubber anti - sliding plates, to ensure the efficient implementation of the engineering measures against softening of foundation soil

    摘要針對長江口深水航道治理二期工程施工過程中遇到的堤身在波浪重復荷載作用下土出現軟化、承載力降低的技術難題,第一航務工程局成功開發了適合長江口工況的安全、優、高效的深水被鋪設和海上塑料排水板打設施工工藝及專用船機設備,探索了一整套帶橡膠阻滑板的沉箱預制施工工藝,確保了抗軟化工程措施的有效實施。
  19. Abstract : through statistical analysis of the rock mechanic properties of upper jurassic and cretaceous red mudstones, siltstones and sandstones in the middle sichuan red basin, the range of their compressive strength, the features of the shearing strength and of the deformation curves are proposed in this paper

    文摘:對川中白堊系、侏羅系的泥巖、巖、泥巖的抗壓強度進行統計分析,得出紅層巖石作為時抗壓強度的范圍值供設計參考,對泥巖、巖的其他力學性進行了評價。
  20. Which avoid the damage to the seepage of interlayer and inner layer of foundation, which is surpass the suggested standard, therefore the meet the seepage stability of overburden foundation can meet the requirement

    使得層內及其層間部分超出建議指標的滲透坡降不致對層造成破壞性的滲透破壞,覆蓋層的滲透穩定得以滿足要求。
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