孔隙壓力消散 的英文怎麼說

中文拼音 [kǒngxìyālìxiāosǎn]
孔隙壓力消散 英文
pore pressure dissipation
  • 隙 : 名詞1 （縫隙; 裂縫） crack; chink; crevice 2 （空閑） gap; interval 3 （漏洞; 機會） loophole; op...
  • 壓 : 壓構詞成分。
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 消 : 動詞1 （消失） disappear; vanish 2 （使消失; 消除） eliminate; dispel; remove 3 （度過; 消遣） pa...
  • 散 : 散動詞1. （由聚集而分離） break up; disperse 2. （散布） distribute; disseminate; give out 3. （排除） dispel; let out
  • 孔隙 : small opening; hole; [冶金學] pore; aperture gap; pore space; ventage; void
  • 消散 : 1. （消失） scatter and disappear; dissipate; slake; evanish 2. [醫學] elimination
  1. From analyzing the change of effective stress in the process of one - direction to two - direction load, it is founded that the evanescing process of pore water pressure proposed in the paper shows a better agreement to fact

    從對單向荷載作用時地基的有效應力變化過程分析入手，引伸到對雙向荷載作用時地基的有效應力變化過程分析，提出與實際情況更為符合的孔隙水壓力消散過程。
  2. The value of pore water pressure dissipation can be divided into two parts. one part is produced by vacuum degree and the other part by groundwater table lowering

    加固區內地基中的孔隙水壓力的最大消散值可分為兩個組成部分：一為真空度的直接傳遞導致的孔壓下降值；二為抽真空引起水位線下降進而引起的孔壓消散值。
  3. Pore pressure dissipation test

    室內土工試驗孔隙水壓力消散試驗
  4. The dissipation value of pore water pressure does not change along the depth. the influence depth c an reach 4 ~ 5m below the pvds

    孔隙水壓力的消散程度沿深度方向基本不變，呈矩形分佈，負壓影響深度可達塑排底下4 5m 。
  5. 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。
  6. The pore water pressure dissipation in the silt is produced mainly by lowering of groundwater table and pore water pressure dissipation in the pvds ( or sand drains ) is produced mainly by vacuum degree

    淤泥地基中孔隙水壓力消散主要是由於地下水位線的下降引起的；而砂井或塑排中的孔壓消散大部分由真空度直接引起。
  7. Because of the clay and aggregation in the soil, which induces the permeability to be bad, excessive pore water pressure produced in the process of dynamic consolidation does not dissipate quickly ; it will lead to the deformation and the failure of the soil

    世紀花園高飽和度地基土由於存在粘粒及集聚體，強夯后使土的滲透性變差，超孔隙壓力難以快速消散，致使土發生變形破壞。
  8. Results of calculation show that dissipation of excess pore water pressure due to squeezing effect of concrete - cored sand - gravel piles is faster than that of the ordinary cfg piles

    算例表明，成樁后的混凝土芯砂石樁，其擠土效應產生的超孔隙水壓力的消散，遠快于常用的水泥粉煤灰碎石樁（ cfg樁） 。
  9. Flow of block avalanche soils is caused by the resistance reduction due to pore water pressure. the supernormal pore water pressure between the block avalanche soils and underlay reduces the weight of block avalanche soils as well as the resistance between the block avalanche soils and underlay

    塊狀崩塌土快速加載使其與下墊層之間出現超載孔隙水壓力，且不能及時消散，減小了塊體的有效重量，達到了減阻作用，其流動化機理為壓差減阻。
  10. To ensure the safety of the dam and provide the technology for the decision during the process of construction and store water. in this article, the elastic - plastic stress - deformation of dam is calculated and the consolidation is analyzed. including the rock - fill dam, the stress and deformation distribution of cut - off wall, the deformation of sloping core, the incresment and subduction of pore water pressure and the effective stress situation calculation

    為確保大壩安全，並為大壩施工期和蓄水期運行決策提供必要的技術支持，本論文根據上壩土料的應力一應變一強度特性、滲透和固結等特性，對壩體進行了彈塑性應力變形計算和固結分析，包括大壩堆石體、防滲墻的應力及變形分佈和斜心墻的變形、孔隙水壓力增長及消散和有效應力狀態計算等。
  11. With the established dynamic pore pressure model, the calculated results of total stress method and effective stress method are compared. consolidation settlement induced by dispersion of residual pore pressure is calculated, and the effect of pore pressure on pavement settlement is discussed

    採用本文建立的軟土地基動孔壓模型，對比分析了不排水有效應力法和總應力法計算結果，計算了殘余孔隙水壓力消散所產生的固結沉降，探討了孔壓對道路變形的影響。
  12. Increment and dissipation of pore water pressure in dynamic drainage consolidation

    動力排水固結中孔隙水壓力增長和消散規律
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