soil consolidation 中文意思是什麼

soil consolidation 解釋
土壤固結
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  • 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。
  1. Large-scale consolidation and compaction of soil were responsible for a major part of the destruction.

    大部分破壞都是由於土壤的大規模固結和壓密所造成的。
  2. Different situations, single - pile raft, four - pile raft and nine - pile raft, are calculated with cpri. with the computing results, the variation of the raft settlement, pile counterforce, soil counterforce and pore pressure at different time are analyzed, which agree with the general rule and show the contribution of soil consolidation on the interaction

    本文利用cpri分別對單樁承臺、四樁承臺和九樁承臺的工作性狀進行了計算分析，模擬樁基的沉降發展過程和不同時刻土體中的孔壓、樁身荷載、承臺底面土體反力的變化，分析了群樁承臺的荷載在各樁頂的分佈。
  3. Third, according to an example, the influence on soil displacement stress etc under harmonic vibration load induced by infiltration coefficient and loads frequency variation is studied numerically in dissertation. finally, the difference of layered saturated soils consolidation between rectangle and harmonic vibration loads is studied in this dissertation

    再次，以數值方法研究了簡諧荷載作用下成層飽和地基二維biot固結的一般規律，同時還研究了固結情況受滲透系數，頻率等參數影響的規律。
  4. It is concluded that the average degree of radial consolidation for a given soil layer increases with its buried depth since the geostatic pressure increases with the lattar

    結果表明，因自重應力隨深度增加，土層徑向排水平均固結度隨其埋深而增大。
  5. This thesis focused on the warping soil consolidation mechanism under osmotic pressure as to blanket cracks disposal in earth dam

    針對土壩粘土鋪蓋裂縫的淤填處理問題，對淤填粘土在滲壓作用下的固結機理進行了研究。
  6. Based on the terszige and biot theory, initially analyze the economical of this experiment, directly save investment 22 % after compute. after that, computing the settlement of highway foundation, comparing the computing and survey value, the predict formula of vacuum - heaped load combining precompression for designing, this formula show that the distortion law of consolidation progress. at the same time, based on the position and room experiment, analyzes the intension transformation in soft soil and criteria of stabilization control

    在太沙基和比奧固結理論的基礎上，先分析了此次試驗的經濟性，經核算直接節約投資22 ，經濟效益十分明顯；隨后對真空堆載聯合預壓法加固軟土路基的沉降量進行了估算，並與實測值作對比分析，得出了真空堆載聯合預壓下的沉降量估算公式，能反映「真空」加固過程的變化規律；同時根據現場和室內試驗，分析了軟土強度的變化，以及給出並驗證了工后沉降控制標準。
  7. The corresponding programs in matlab language were presented for various operating mode computations. thus, the excess pore - pressure and void ratio distribution along space - time could be derived. the degree of consolidation, which could be expressed by excess pore - pressure or deformation, was derived for various operating mode and its ’ characteristics along space - time showed rules of warping soil consolidation under osmotic pressure

    應用matlab語言編制計算程序對各種工況的超孔隙水壓力消散、孔隙比隨時間和空間的變化進行了求解，對各種計算工況得到的以孔壓和變形表示的固結度的變化規律進行分析，說明滲壓體積力作用下淤填粘土的固結隨時間和空間的非線性分佈特性。
  8. The reliability of consolidation of double - layered soil is analyzed by monte - carlo method. a probability design coefficient is defined, and the relation between the coefficient and failure probability is given, then the process for probability design of double - layered soil consolidation is provided

    定義了一個概率設計系數，在豎向固結系數服從不同概率分佈的情況下，給出了其與失效概率的關系式，並給出雙層地基固結的概率設計的步驟
  9. The pore water pressure difference between silt and pvds ( or sand drains ) increases and the soil consolidation velocity is accelerated during the embankment construction

    在路基填築期間，淤泥地基與豎向排水體之間的孔壓差增大，加速土體固結。
  10. Preliminary analysis of the soft soil consolidation state in fuzhou

    福州軟土固結狀態初步分析
  11. The paper also examines the influence of a number of factors which affecting the deflections of foundation pits, such as the wall stiffness, prestressed technology, soil consolidation technology, and get some useable conclusions

    通過用有限元法分析典型實例，本文分析了圍護墻剛度、支撐預應力大小、被動區土體加固方案等各種影響基坑變形的因素，並得出了一些有益結論。
  12. Precise numerical solution of soil consolidation effect and its possible engineering application

    土壤的固結效應及精細積分數值求解
  13. Dynamic consolidation is a very important method to soil consolidation, and is very suitable for saturation sand, rushing soil and some soft soil foundation

    強夯法處理地基（ dynamiccompaction ）是用來處理填土、飽和砂土、沖積土以及大量的軟土地基的一種重要地基加固方法。
  14. But in the present research of pile - soil - raft interaction, due to the complicacy of pile - raft foundation, the factor of soil consolidation is still not considered yet

    該課題對復合樁基按強度和變形雙重控制的非線性設計理論與應用進行了深入系統的研究，取得了許多可供應用的科研成果。
  15. At present, soil consolidation analyzed by finite element method in engineering numerical computation, is mostly limited on solution of two - dimension consolidation theory or plane solution of three - dimension consolidation theory

    目前，工程數值計算中，對土固結的有限元分析大多停留在二維固結理論解法或三維固結理論的平面解法上。
  16. However, soil consolidation has important effectiveness to the system of pile - soil - raft interaction, it has significant value in theory and practice to consider the factor of soil consolidation when we study the mechanism of interaction

    但是由於復合樁基在軟土中應用較多，土體的固結問題就無法迴避，考慮土體固結的樁?土?承臺非線性共同作用理論和分析方法需要進一步的探索和研究。
  17. The analysis of non - linear pile - soil - raft interaction considering soil consolidation is attempted at first time in this dissertation, which makes contribution to the realization of the principles of the non - linear interaction and establishes the foundation for the further research

    本文首次對考慮土體固結情況下樁?土?承臺非線性共同作用的分析進行了有益的嘗試，為深化樁土非線性共同作用機理的認識和進一步的研究奠定了基礎。
  18. According to the traits of flm, semi - numeric and semi - analytic, the symbolic math toolbox of matlab is used to deduce the formula of flm. the deducing procedure shows that it is very convenient to get the analytic solution while facing the complicated geotechnical problem. based on the accomplished research, the following methods in this dissertation is adopted : biot consolidation finite layer method ( bcflm ) is used to analyze the pile - soil - raft interaction system which takes soil consolidation into account

    本文假定筏板為剛性，以biot固結有限層方法（ bcflm ）計算樁?土、樁?樁、土?土之間的彈性相互作用，採用傳遞函數法模擬各樁的非線性工作性狀，樁身採用一維桿單元模擬，同時根據靜力平衡條件，確立了考慮土體固結的樁?土?承臺共同作用分析方法。
  19. Finally, based on the test results, effective stress principle for unsaturated soils is developed. numerical models for fissures network seepage and unsaturated fissured expansive soil consolidation are developed and finite element programs named usfem and ucfem are designed respectively

    最後，在試驗的基礎上，發展了非飽和土的有效應力原理，建立了膨脹土邊坡裂隙網路入滲的數學模型和非飽和裂隙膨脹土固結的數學模型，並編制了相應的有限元程序usfem和ucfem 。
  20. In the paper, consolidation effects on stress and displacement distributions are n ' t taken into consideration due to supposing that foundation soil consolidation has completed after surcharging preloading. based on the inherent anisotropy and induced anisotropy of foundation soil body, transversely isotropic elastic constitutive relations are adopted to simulate half - space clastic foundation body. the relations between displacement and displacement function are proposed by extending t, ove displacement function to transversely isotropic elastic half - space

    本文假設地基土體是經過超載預壓處理過的，固結已經完成，不考慮固結對應力、位移場分佈的影響；基於地基土存在著固有各向異性和誘發各向異性，在前人的基礎上對e地基模型進行修正，採用橫觀各向同性彈性模型模擬無限彈性半空間，將love位移函數推廣到半空間，得到位移與位移函數之間的關系，然後經過hankel變換得到非軸對稱問題位移、應力的一般解。
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