軟質粘土 的英文怎麼說

中文拼音 [ruǎnzhínián]
軟質粘土 英文
mild-clay
  • : Ⅰ形容詞1 (質地不硬) soft; flexible; supple; pliable 2 (柔和) soft; mild; gentle 3 (軟弱) we...
  • : Ⅰ名詞1 (性質; 本質) nature; character; essence 2 (質量) quality 3 (物質) matter; substance;...
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • 軟質 : weak rock
  1. In the process of work, according to complex geological conditions such as huge thick soft clay in site and top surface of possible pile foundation supporting course fluctuating in large amplitude, we adopted many advanced exploratory methods ( just as high accuracy exploration of shallow earthquake, crosshole wave velocity test, vane shear test, pressuremeter test, etc. ), we found out that there is an ancient groove of yangzi river in former plant site, therefore we suggested in time that plant site should properly be moved eastwardly, only this item saved nearly about 50 million for pile foundation project cost

    在工作過程,根據廠址區厚度大、可能作為樁基持力層頂面起伏變化大等復雜地條件,採取了多種先進的勘探手段(如高精度淺層地震勘探、跨孔波速試驗、十字板剪切試驗、旁壓試驗等) ,查明了原廠址區存在一個長江古凹槽,並及時建議廠址適當東移,僅次一項就節省樁基工程費用近5000萬元。
  2. Through indoor routine tests, the physical and mechanical natures of intact and remolding soil of muck and mucky soil, in fuzhou, are analyzed in this thesis. the results reveal that water content, void ratio, shear strength of remolding soil samples are lower than those of intact samples. then qualitative analysis on the mineral composition, chemical composition and microstructure characteristic and types of the soft clay is given

    本文通過室內常規試驗對福州地區淤泥及淤泥的原狀樣和擾動樣的物理力學性進行了分析,觀察樣受擾動后一些物理力學指標的變化情況,發現擾動樣的含水量、孔隙比、抗剪強度指標均比原狀樣低;並從的礦物成份、化學成份以及微觀結構特徵和類型上定性地分析。
  3. The key products of the company are high alumina brick, fireclay brick, phosphate - bonded wearable brick, exfoliation - resistant high alumina brick, high refractoriness under load brick, corundum brick, magnesite brick, magnesite ? chrome brick, series of corundum, sic furnace chamber and pipe, ceramisite brick, corundum - mullite brick, corundum - chrome brick, sillimanite brick, magnesite alumina spinel brick, acid - resistant brick, alkali - resistant brick, zirconia - corundum brick, alumina bubble products, series thermal insulating refractory products, high alumina castable, corundum castable, corundum ramming, brown - corundunm castable, sic castable, low - cement castable, alkali ? resistant castable, light silica alumina products, stainless steel fibre reinforced castable, etc

    主要產品有:高鋁磚、磚、磷酸鹽耐磨磚、抗剝落磚、高荷磚、剛玉磚、碳化硅磚、鎂磚、鎂鉻磚、各種剛玉、 sic爐膛、爐管製品、陶粒磚、剛玉莫來石磚、鉻剛玉磚、硅線石磚、鎂鉻尖晶石磚、耐酸磚、耐堿磚、鋯剛玉磚、氧化鋁空心球製品及各種輕保溫材料、高鋁澆注料和剛玉澆注料、搗打料、棕剛玉澆注料、碳化硅澆注料,低水泥澆注料、抗堿性澆注料、輕硅酸鋁製品、鋼纖維增強澆注料等80餘種系列耐火材料。
  4. Probe into deepening - processing of three kinds of new products from soft kaolinite clay

    高嶺石軟質粘土三種新產品深加工探討
  5. 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、殘丘地貌,地面高程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,邊坡為強風化的粉砂泥巖,網狀裂隙發育,結構面基本與坡面重合;坡體中含有較多的礦物,具有遇水化的特性。
  6. Study on primary consolidation of saturated soft clay under pre - loading drainage condition should be started with its drainage in nature, i. e., study the variation discipline of primary consolidation by its water content variation of soft clay through the pre - loading course, utilizing the basic property index of clay, then deduce the primary consolidation ration formula and get the theoretical calculation solution of primary consolidation ( settlement ), absolute primary consolidation, as well as absolute consolidation degree

    摘要對飽水的預壓排水主固結研究應從其排水的本出發,即從在預壓過程的含水量變化上研究主固結量的變化規律,利用的基本性指標導出主固結比基本公式及主固結量(沉降量) 、絕對主固結量、絕對固結度等理論計算方法。
  7. Sometimes, some silty soil, super soft soil, because of its high compressibility, low strength, high water component, high dexterousity, has notable rheological behavior

    往往某些淤泥、超,其壓縮性高、強度低、含水量高、靈敏度高,具有較顯著的流變特性。
  8. The nancha suspending - gay bridge of the changjiang road - bridge in jiangshu runyang, with a main span of 1490m, ranks first in china, third in the world. the north rivets, only 250m from the main stream of changjiang, have a tight liaison with the waterpower of it. especially, in this area, the face of rocks undulates a lot and exist fault - fabric. the soil there has apparent difference with the trend of water. the base - hole of north rivets can be named a super - deep one, with a 60m length, 50m widths, and 48m depths. the fence of the base takes advantages of the rectangular underground continuous wall structure and succeeds

    江蘇潤揚長江公路大橋南汊懸索橋,主跨1490m ,居中國第一,世界第三。該橋的北錨碇距長江幹流僅250m ,與長江水力聯系密切,錨碇區水文、地情況復雜,表層淤泥及松層較厚,基巖頂面起伏較大,且存在斷裂構造,層具明顯的流變特性。北錨碇基坑為長60m 、寬50m 、深48m的矩形超深基坑,其基礎圍護在國內首次採用矩形地下連續墻結構,並獲得成功。
  9. The bridge is located on the alluvial plain in the front of pearl river sloping field. its piles pass through weak soil layer, sandy clay and gravel stratum ; piles " sustaining layer sits in weak - weathering or faint - weathering mudstone

    該橋位於珠江三角洲坡前沖積平原,採用樁基穿越、亞、砂和礫砂,持力層置於弱風化和微風化的泥砂巖和泥灰巖夾泥巖中。
  10. The influencing element and the equation of the shear strength of the no viscous moraine and gravel, and strain softening, dilatancy ( shrinkage ) were analyzed

    分析了堆石料等無性粒狀的抗剪強度影響因素和合理抗剪強度表達式,應變化、剪脹等性
  11. Aimed at the practical performance of soft clay, the static equilibrium equations taking consideration of effect of mass change, with the introduction of soil configuration, soil convection formula and mass conservation theory in soil, are derived, which reveal the phenomenon of coupling of total stress and seepage in equilibrium equations. then, some advisable experimental means are explored to determine the effect of mass change during consolidation. objective stress and strain should be used in large strain analysis

    針對大變形固結的實際性狀,文中引入了體構形的概念,體傳運公式和量守恆定律,並由此導出了考慮變量效應的大變形固結靜力平衡方程,揭示了平衡方程中存在的總應力與滲流相互耦合的效應,並考慮了固液兩相的可壓縮性,進一步探索了測試變量效應的試驗方法。
  12. Tys165 - 2 bulldozer is semi - rigid suspended, power shift, hydraulically controlled and track - type. it is applicable for watery, soft, viscous soil conditions

    2濕地推機系半剛性懸掛、液力傳動、液壓操縱的履帶推機。特別適用於含水比較高、松工況下作業。
  13. Study of engineering geology characteristics of submarine soft soil in qinzhou gulf

    欽州灣海底工程地特性探討
  14. A viscoelastic - viscoplastic - damage constitutive model considering damage and creep of soft soil is presented

    摘要提出了一種考慮損傷和流變性塑性損傷模型。
  15. 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地基中大量存在著淤泥、淤泥、淤泥混砂層,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,必須加強高速公路基處理的研究。
  16. Along with the development of our country ' s infrastructure, more and more high quality highways have been emerging in many areas such as soft clay ground, airdrome, etc. for the soft clay deformation, although there have been plenty of systematic achievements on the calculation theory and testing method have been made, but as the characteristic of soft clay is very complicated, and especially as creep characteristic of the soft clay is the key role toward the project quality

    隨著我國基本建設的發展,在地區興建高速公路、機場跑道等高等級道路同益增加。盡管目前對變形的計算理論和試驗手段都有了較系統的研究成果,但由於極為復雜,特別是其流變特性對工程量起著很大的決定作用,影響建(構)築物工后沉降的控制,使得其計算結果仍與實際有較大差異。
  17. The soft soil is featured by big viscosity, bad water permeability, big water content, low bearing capacity, big settlement and complex soil layers

    地基的具有性大,透水性差,含水量大,承載力低,沉降量大,層結構復雜等特點。
  18. Discussions were first made on the mechanism of vibro - replacement crushed stone columns for different types of soils and then, based on the experience on a practical project, methods for building vibro - replacement crushed stone columns for improvement of soft soils and methods for testing to verify the improvement effect of the vibro - replacement crushed stone columns were also discussed

    摘要首先對振沖碎石樁法在不同地基中的加固機理進行了闡述;然後,以實際工程為依託,對應用振沖碎石樁法處理高液限地基的施工、加固效果檢測等方面的問題進行了討論。
  19. In this paper, with complete calculation micro - mechanics method, mass concrete was taken as three - phase composites, which consists of mortar matrix, aggregate and bond between matrix and aggregate. with nonlinear finite element method, the simulation of static and dynamic mechanics performance of the uniaxial compress concrete specimen of dongjiang arch dam and simple supported beam specimen of xiao wan arch dam was studied by means of the software of msc. marc. the number of all kinds of mortar matrix was calculated according to grading of aggregate of three graded concrete and walraven function

    本文採用完全細觀計算力學方法,將大體積混凝在細觀層次上看成是由粗骨料顆粒、硬化水泥砂漿及其二者之間的結界面組成的非均復合材料,採用非線性有限元方法,在對大型商業有限元體? msc . marc二次開發的基礎上,對東江拱壩的三級配混凝軸壓試件、建設中的小灣拱壩三級配混凝梁試件在靜、動荷載下的力學性能和破壞過程進行了數值模擬。
  20. According to the principle of model discerning and the feature of embankment ' s settlement, the calculation model of soft soil ground ' s settlement is divided into the material discerning of the first model and the best model, in order to consider the soft soil ground ' s settlement affected by the secondly consolidation in the later stage, the merchant visco - elastic model based on the elastic model and the non - linear - elastic model is adopted

    根據模型辨識的原則和路基沉降的特點,把沉降計算模型的辨識分為二個層次:介形態初步模型的辨識和最優模型的辨識。為了考慮次固結作用對地基後期影響,在傳統考慮彈性、非線性彈性模型的模型類屬集合中力口入了merchant彈性模型。
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