compressibility modulus 中文意思是什麼

compressibility modulus 解釋
體種彈性模量
  • compressibility : n. 壓縮性；壓縮系數；壓縮率。
  • modulus : n. （pl. -li ） 【數、物】模數，模量；系數。 a modulus of elasticity 彈性模量。
  1. These two parameters are nowadays called the modulus of compressibility.

    這兩種參數現被稱為壓縮模量。
  2. 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。
  3. By an engineering example, the paper makes analysis of the problems existing in the assessment of a clayey ground, proposes that it would be appropriate to adopt manifold methods for the investigation and assessment of the clayey ground, in case of the standard value of bearing capacity does not coordinate with the value of modulus of compressibility, it is suggested that stratification and assessment should be made according to the modulus of compressibility, and checking computation of settlement should be conducted also

    該文通過某工程實例，對粘性土地基評價中存在的問題進行了分析，認為採用多種方法對粘性土地基進行勘察和評價為宜，當承載力標準值與壓縮模量不協調時，建議按壓縮模量進行分層和評價，並且進行沉降量驗算。
  4. In the second chapter, the conceptions of solids - - - - - - - structure, compressibility, expansivity, specific heat capacity, bulk modulus, and some nonlinear parameters are reviewed and elaborated. the basic theory in the broad sense and polynomial forms of eoss are stated

    由於本論文研究的重點對象是固態物質系統的物態方程，所以第二章首先是對固體的有關概念? ?固體的結構、拉伸壓縮、熱膨脹、熱容量、及表徵組成固體的大量原子作非諧性振動的一些非線性參量? anderson - gr （
  5. Secondly, analytical solution is developed for one - dimensional non - homogeneous consolidation of one - layer soil and double - layered soil respectively based on the assumption that the modulus of compressibility of soil varying linearly along depth. furthermore, the semi - analytical solution for one - dimensional consolidation problem of layered non - homogeneous soft clay stratum is presented and programmed. by using the analytical and semi - analytical solutions, the one - dimensional non - homogeneous consolidation behavior of one - layer soil and that of multi - layered soil are investigated in detail

    其次，分別得到了土體壓縮模量隨深度線性變化的單層和雙層非均質地基一維固結解析解，以及滲透系數和壓縮系數隨深度任意變化的成層非均質地基一維固結半解析解及其計算程序，並以滲透系數和壓縮系數是深度的多項式函數的非均質地基為例對單層、多層非均質地基的一維固結性狀進行了詳細研究。
  6. 6. using present theoretics, the author puts forward the theory of calculating the value of n by the modified value of modulus of compressibility a :. the value of k is 1. 1 - 1. 2 in the engineering of nanjing - qidong railway

    最後，在現有的理論基礎上，藉助于靜載試驗，提出了採用地基土壓縮模量的k值修正計算樁土應力比n值的方法，並根據寧啟鐵路工程實例取k值為1 . 1 1 . 2 。
  7. Base on the finite element method, the major factors that affect the work behavior of self - expanded pile are studied, these major factors include the modulus of compressibility of pile side soil, bearing stratum soil and substratum soil ; the ratio of length and radius of pile ; the ratio of expanded body ' s radius and pile ' s radius ; the depth into bearing stratum of pile end ; load value and so on

    然後通過有限元法分析了影響自擴樁工作性狀的主要因素，研究了樁周土、持力層和下臥層土的性質、長徑比、擴徑比、樁端進入持力層深度、荷載大小等因素對自擴樁荷載傳遞特性的影響。
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