consolidation strength 中文意思是什麼

consolidation strength 解釋
膠結強度
  • consolidation : n. 1. 鞏固，強化，加強；凝固；固結，壓實，滲壓。2. 【經濟學】統一，合併，調整（期）。3. 【醫學】變實，愈合；【植物；植物學】著生。
  • strength : n. 1. 力，力量，體力。2. 強度，濃度；長處；（要塞等的）抵抗力。3. 實力；兵力；全體人數，額定人數，編制。4. 筆力；文勢。5. （證券等的）市價堅挺。6. 〈美俚〉（可能有的）利潤。
  1. In this paper, the influence of cycles of drying and wetting on strength and deformation are studied by means of routine direct shear apparatus, triaxial apparatus and light consolidation apparatus which include : the influence of force of constraint on strength, the total stress strength of expansive soils with different saturation degree, the influence of cycles of drying and wetting on the total stress strength, the relation between saturation degree and compression modulus and that between saturation degree and void ratio, the influence of cycles of drying and wetting on the effective stress strength, the relation between saturation degree and generalized suction

    本文利用常規直剪儀、三軸儀以及輕便固結儀，分別對非飽和膨脹土的強度和變形特性以及干濕循環對強度和變形的影響進行了一系列的試驗研究。以飽和度、干濕循環次數為變量，分別探求了外力約束對膨脹土強度的影響，不同飽和度膨脹土的總應力強度特性，干濕循環對非飽和膨脹土總應力強度的影響，飽和度與壓縮模量以及孔隙比的關系，干濕循環對飽和膨脹土有效應力強度指標的影響，廣義吸力與飽和度的關系，建議了一組計算非飽和膨脹土變形及強度特性的經驗公式。
  2. Much has been done on the study of the shear strength and deformation characters of loess. on the basis of the analysis of literatures about loess, triaxial shear tests and k - zero consolidation tests are carried out on unsaturated and undisturbed loess ( q3 ) which comes from longxi area in gansu province

    本文以開發gds三軸試驗系統為背景，在廣泛總結前人有關黃土強度、變形特徵研究成果的基礎上，針對甘肅隴西原狀q _ 3黃土進行了非飽和原狀黃土三軸剪切試驗和k _ 0固結試驗。
  3. Rayleigh wave method is applied in projects more and more, however just determines the nature of soil. however the amount of shear strength, the degree of consolidation are needed in projects

    這樣，影響了該方法的應用，因此，有必要從理論上尋找瑞利波速度跟強度或者固結度的關系式。
  4. Based on comparison of several technical schemes, the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted. so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing, including numerical analyses for the thickness of sand bedding, the consolidation, settlement and stability of foundation, drainage, possibility of foundation liquefaction under seismic loading, et al. ( 2 ) monitoring at construction stage and checking the effect of foundation treatment, including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank, pore pressures and horizontal displacements in foundation, the pressure distribution at the bottom of oil tank and the strength increase of soils

    通過多種技術方案比較，最終選擇了技術先進的砂墊層預抬高分級充水預壓法，論文工作主要由以下兩部分組成： （ 1 ）砂墊層預抬高分級充水預壓法的適用性研究，其中包括砂墊層厚度、地基沉降與固結度、地基穩定性、降水、地震作用下砂土液化的可能性等方面的計算分析； （ 2 ）施工監測與地基處理效果檢驗，其中包括油罐環梁基礎沉降速率與不均勻沉降程度、各分級充水加載階段地基超靜孔壓與深層水平位移、油罐底板壓力分佈及地基土強度增長等方面的實測與數據分析。
  5. ( 2 ) for consolidation of the grottoes ’ slope, there ’ s no mature theory and technique. in this paper the back analysis of shear strength of the rock slope at yulin grottoes is presented. through the back analysis of shear strength, we can presents a procedure for the design of consolidation of the yulin grottoes in anxi. it is very important in the field of reinforcing the slope of grottoes

    （ 2 ）目前對于石窟邊坡的錨索加固研究尚無系統的理論和方法，本文以安西榆林石窟為例，提出了一種通過反演（ c ， ）值來設計加固石窟邊坡的方法。對于在未知巖體的抗剪強度（ c ， ）值的條件下來設計加固石窟邊坡，該方法的提出具有一定的理論意義和應用價值。
  6. Application of hec high strength amp; high water - fast soil body consolidation substance in soil conservation projects

    高強高耐水土體固結劑在水土保持工程中的應用
  7. Through analysis for the micro - structure of the peat, properties and characteristics of peat were studied, which include water content, strength consolidation and secondary consolidation properties

    摘要從泥炭的微觀結構分析入手，研究了泥炭的性質及特點，包括含水性質、強度性質、固結及次固結性質。
  8. The research indicate that the structured soft clay has below several characteristic, the viscous strain is produced during the stage of primary consolidation and of second consolidation, and in the prophase, the relation of stress - strain - strain rate is unique, so the form of constitutive model, such as, f ( v ', e ) = 0, f ( ' v, e, t ) = 0, ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects, in addition the time - dependent strain, apparent preconsolidation pressures that depend on strain rate, and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength, the mechanics characteristic is determined by the magnitude of stress, and the compression curve is composed of several sections. by combining structural yield stress and it ' s characteristics with the improved time line model, a new one - dimensional elastic visco - plastic consolidation model is established

    研究結果表明，結構性土的固結過程具有以下特性：主固結和次固結階段都包含有因土骨架的粘滯性移動而產生的變形，而且在正常固結階段，存在應力?應變?應變速率的唯一性， f （ _ v ， e ） = 0 、 f （ _ v ， e ， t ） = 0形式的本構關系不足以描述土骨架的變形行為；固結壓縮過程中的時間效應包括三個方面的內容，除了應力應變關系與時間相關外，還包括粘滯性變形引起表觀前期固結壓力增加和屈服應力的應變速率效應；軟土的結構性使其力學特性與應力水平相關，壓縮曲線具有分段性。
  9. Based on this conclusion, the possibly formation mechanism of the double sh ridges is discussed. the results show that the formation process of double sh ridge is discrepant for the different style. the first style occurs as a result of the northward movement, the through - get and consolidation of the equatorial buffer band with the wpsh, and the second one is due to the strength, western extension, and then through - get and consolidation of the mid - pacific with the equatorial buffer band

    在此基礎上，分析了副高雙脊線的形成原因，結果表明，不同類型的雙脊線，其形成過程不同:第一類雙脊線是赤道緩沖帶（赤道反氣旋）北上與副高打通合併的結果，而第二類雙脊線卻是由於中太平洋反氣旋加強西伸，與赤道緩沖帶打通合併而形成的。
  10. The crystal is applied to the papermaking that can raise whiteness and non - transparency, remains - proportion of the crystal is higher than the usual light calcium carbonate. as for plastics, it can improve impact strength in the plastics, its inhibiting - burning capability is advancing bigger than the common inhibiting - burning material of magnesium hydroxide. concerning the thermo tropic adhesives, the physical property of compound - packing is higher than the one of single - packing, namely remover strength, softening point, hardness, climate tolerance and the speed of consolidation are high

    晶須作為造紙填料，可使紙張的白度和不透明度提高，留著率比造紙常用填料輕質碳酸鈣高；用作塑料填料，可使塑料的沖擊強度提高，阻燃性能比常用阻燃材料氫氧化鎂有較大的提高；添加到熱熔型膠粘劑中，與輕質碳酸鈣混合使用可明顯提高熱熔膠的剝離強度、軟化點、硬度、耐侯性以及固化速度。
  11. Real - time ct scanning observations reflecting the expansiveness and strength variation are carried on. the structural changes during the course of consolidation, shear failure, swelling and water saturated shear failure are analysed by means of ct images

    根據ct圖像的變化，分析膨脹土固結前後、剪切破壞、加水膨脹變形、飽和后剪切破壞過程中膨脹土的結構變化。
  12. The effect of matric suction on the strength and deformation as well as water content of intact loess are studied in this paper. using the direct shear testing equipment and consolidation testing equipment and modified triaxial testing equipment in the university of logistical engineering in chunqing. 4 groups ( 16 specimens ) consolidated drained direct shear tests and 2 groups ( 6 specimens ) consolidated tests as well as 1 group ( 3 specimens ) triaxial shear tests with controling matric suction were conducted

    用新研製的國內第一臺非飽和土固結儀、國內第一臺非飽和土直剪儀和經過改進的非飽和土三軸儀，做了4組16個非飽和土直剪試驗； 2組6個非飽和土固結試驗； 1組3個控制吸力的非飽和土三軸試驗。
  13. The strength line of consolidation undrained shear of field soft clay is polygonal. on the basis of the character, and the calculation formula of stability and strength increase of structural soft clay ground can be obtained

    原狀結構性軟土的固結不排水強度包線為折線型，根據此特徵給出了考慮結構性影響的預壓地基的強度增長和穩定安全系數計算公式。
  14. Iseries is a mainframe - strength, reliable server and an excellent candidate for doing server consolidation

    Iseries是一種具有大型機一樣強大功能而又可靠的服務器，它是進行服務器合併的理想選擇。
  15. Because the high pore - water ratio, lower strength, high compression all are the characteristics for the soft foundation. therefore, per - loading technique is usually adopted to get rid of most deformation due to primary and secondary consolidation before construction. even so, the foundation settlement after construction will exist for a long period

    軟粘土路基在外荷載作用下，其沉降一般是比較大，通常在建造前一般會進行較長時間的堆載預壓，以消除大部分固結沉降和次固結沉降，盡管如此，路面的工后沉降仍然會在很長時間內繼續存在。
  16. The soft foundation has the characteristic of " three low and three high ", namely high moisture content, high porosity ratio, high compressibility, low intensity strength, low permeability, low coefficient of consolidation

    軟土地基具有「三低三高」特性，既高含水量，高孔隙比，高壓縮性，低強，低滲透性，低固結系數。
  17. In the process of the preloading, the shear strength of soils of foundation increased not only apparent but also structural in each filling consolidation pressure

    摘要在分期堆載預壓過程中，地基土在某一堆載固結壓力下，其抗剪強度不僅有表觀強度上增長，而且有結構強度的增長（次固結作用） 。
  18. While mining companies ' optimism about the strength of metals prices is one factor, there are other, arguably more pressing reasons for the current wave of consolidation

    礦業企業對金屬價格走強的樂觀情緒，是解釋當前整合浪潮的一個原因，此外還存在其它方面可以說更為緊迫的原因。
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