無側限的 的英文怎麼說

中文拼音 [wúzhāixiànde]
無側限的 英文
non confined
  • 無 : 無Ⅰ動詞（沒有） not have; there is not; be without Ⅱ名詞1 （沒有） nothing; nil 2 （姓氏） a surn...
  • 側 : 側形容詞[方言] （傾斜; 不正） slant; sloping
  • 限 : Ⅰ名詞（指定的范圍; 限度） limit; bounds Ⅱ動詞（指定范圍, 不許超過） set a limit; limit; restrict
  • 的 : 4次方是 The fourth power of 2 is direction
  1. Method for unconfined compression test of soils

    土壤無側限抗壓的試驗方法
  2. The high technology uses industrial wasters and improves environment as well as stabilize soil. it can improve the ucs of the compound clays by adding fly - ash and slag largely, can be beneficial for environmental protecting and cost reducing contemporarily

    在水泥-石灰穩定素土中引入大摻量的粉煤灰、爐渣，既可以顯著提高水泥-石灰穩定土材料的無側限抗壓強度，又有利於保護環境，降低成本，拓寬其應用領域。
  3. The mechanics properties of two type of the lwts mixed with different foamed plastic beads are researched by the uniaxial compression test, the isotropic compression test and the triaxial compression test

    本文對添加不同種類泡沫塑料顆粒的輕質混合土試樣進行了無側限抗壓強度試驗、等向壓縮試驗及三軸剪切試驗。
  4. Practices show that the compressive strength, the modulus of elasticity, the permeability coefficient and the compactness of concrete obtained respectively by the compaction method, the unconfined compression static compaction method, the sand trenching and filling method, and nuclear densimeters meet the requirement of design, and the mixing proportion of concrete of the side - wall is reasonable

    實踐證明施工中用擊實法、無側限抗壓靜力壓實法、挖坑灌砂法及核子密度儀分別檢測出的邊墻混凝土抗壓強度、彈性模量、滲透系數和密實度值均滿足設計要求，邊墻混凝土配合比合理。
  5. Many beating experiments of different quality of added lime and unlimited compress strength experiments of different time have been made

    為了研究摻石灰對膨脹土的影響，進行了不同摻灰率的擊實試驗和不同齡期的石灰土無側限抗壓強度試驗。
  6. Many beating experiments of different quantity of added lime and unlimited compress strength experiments of different protective time have been made

    為了研究摻石灰對膨脹土的影響，進行了不同摻灰率的擊實試驗和不同齡期的石灰土無側限抗壓強度試驗。
  7. On basis of the data of unlimited compress strength experiments, the paper gets the relationship between unlimited compress strength of lime - soil and the quantity of added lime. the paper also discusses the reason why the lime can dispel the expansive and shrink quality of expansive soil

    通過無側限抗壓強度試驗，得到石灰土無側限抗壓強度與摻灰量的關系及齡期對石灰土無側限抗壓強度的影響，同時對石灰改善膨脹土的機理作探討。
  8. On basis of the data of the unlimited compress strength experiments, the paper gets the relationship between unlimited compress strength of lime - soil and the quantity of added lime. the paper also discusses the reason why the lime can dispel the expansive and shrink quantity of expansive soils

    通過無側限抗壓強度試驗，得出了石灰土無側限抗壓強度與摻石灰量的關系及齡期對石灰土無側限抗壓強度的影響，同時對石灰改善膨脹土的機理作進一步的探討。
  9. Standard test method for unconfined compressive strength of cohesive soil

    粘性土無側限抗壓強度的標準試驗方法
  10. The unconfined compressive strength, shearing strength and permeabi lity of stabilized soils were tested in laboratory, the strength of contaminated composite soils sampled with different ph and soaped in corresponding ph were compared. the results from experiments indicate that there exists a certain relationship between the soft soil properties and the unconfined compressive of grouted soil. with the increase of water content, porosity ratio, degree of porosity, plasticity limit, liquid limit and liquid index, the compressive strength of cement - sodium silicate - stabilized soil decreases, while increases as the bulk weight and compressibility modulus

    通過對水泥?水玻璃加固土的無側限抗壓強度試驗，以及用不同酸堿性水製成與養護的固結土所進行強度對比試驗，得出軟土的物理力學性質指標與加固土的抗壓強度之間存在一定的相關關系，即隨著含水量、孔隙比、孔隙度、液塑限及液性指數的增加，水泥?水玻璃加固土的抗壓強度相應地降低；而隨著原狀土的容重、壓縮模量的增加，水泥土的抗壓強度也隨之增加。
  11. The experimental results from the laboratory tests show that the compound clays can be better reinforced by using cement instead of lime. the relationship among ucs, curing time and cement content has been verified by using the laboratory test results in this study

    水泥-石灰穩定復合土的無側限抗壓強度隨著外加劑摻量和齡期的增加而增加，且水泥摻量對水泥-石灰穩定復合土強度的影響比摻石灰的影響更大，加固效果更好。
  12. Standard test method for evaluating the unconfined tension creep behavior of geosynthetics

    評定土工合成織物無側限拉伸蠕變特性的標準試驗方法
  13. Match ratio tests are done by using cement and fly - ash as curing agent, which include making soft clay with different water content into different mixing ratio cement - stabilised clay, and mixing cement and fly ash to make different cement - fly ash stengthened clay to soft clay with ascertaining water content. afterwards unconfined compression strength is tested at different curing age. the microstructures and mechanisms of cement soil and cement - fly ash soil are studied by mean ", of x - ray and scanning electron microscope ( sem ) technology

    採用水泥和粉煤灰為固化劑在室內進行其配合比試驗，對含水量不同的軟粘土製成不同摻入比的水泥土以及對含水量值固定的軟粘土製成水泥、粉煤灰摻入量分別不同的水泥-粉煤灰加固土，並在不同齡期時進行無側限抗壓強度試驗；運用x射線衍射和掃描電子顯微鏡技術，對水泥土及水泥-粉煤灰加固軟土的微觀結構和機理進行分析。
  14. The influences of the mixing amount of curing agent and curing age on the unconfined compression strength are discussed by determining the strength. by comparative study, it is concluded that the intensity of stabilized soil is the largest by using the stabilizer composed of 16 % cement mixing ratio and 40 % fly ash mixing amount, and it is reduced with growth of the water content of soft soil and is increased with growth of the cement mixing ratio and curing age

    通過測定水泥土及水泥-粉煤灰加固土的無側限抗壓強度，探討固化劑摻量、齡期對抗壓強度的影響；通過對比研究發現，當水泥摻入比為16 ，粉煤灰摻入量為水泥重的40時，加固土的強度最大，並且強度隨著軟土含水量的增加而降低，隨著水泥摻入比、養護齡期的增長，水泥土及水泥-粉煤灰加固土的抗壓強度也隨之增加。
  15. Through a large number of unconfined compression tests and triaxial compression tests, the strength property and the water - stability of the lime - loess was analyzed. some laws about the strength property of the lime - loess with different lime content and compaction work varying with time were developed

    本文通過大量灰土試樣的無側限和三軸試驗，對灰土強度的影響因素和水穩定性做了一定的研究，得到了灰土強度與齡期、配灰比、擊實功之間的一些規律。
  16. Standard test method for unconfined compressive strength index of chemical - grouted soils

    化學灌漿土壤無側限抗壓強度指數的標準試驗方法
  17. Standard test method for unconfined compressive strength of compacted soil - lime mixtures

    壓實的土壤石灰混合物的無側限抗壓強度的標準試驗方法
  18. 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、抗壓回彈模量和劈裂強度等主要力學指標進行了分析評定，總結了其強度性能與剛度性能隨水泥劑量、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水穩定性、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。
  19. In the first place, through the long lasting laboratory soil test, the strengh propetty of the lime - loess with different water content and line content varying with time was analyzed. the principal factors influencing the lime - loess strength and some laws were developed

    首先，通過室內試驗，對不同灰土配合比、不同含水量的灰土試樣進行近九個月的持續時間的無側限強度試驗，得到了灰土強度與齡期、含水量及灰土配合比之間的一些規律，並從圍觀機理入手，對灰土強度變化作了一定的理論解釋。
  20. Method for determining resistance to permanent deformation of bituminous mixtures subject to unconfined dynamic loading

    承受無側限動態載荷的瀝青混合物耐永久變形的測定方法
分享友人
分享到 Line

分享到臉書