泊松定律 的英文怎麼說
中文拼音 [bósōngdìnglǜ]
泊松定律
英文
poisson law-
The secondly, based upon the laboratory soil tests, definite the parameter of the kondner model and the loess compaction model, using fortran power station to compile the finite element programmed of axial symmetry. through trial calculate with the different squeeze stress and different poisson ratio, got some laws of stress of soil surrounding pile and judged the result of compaction pile. the result of the calculation and analysis and valuable to designer and builder
同時通過室內試驗確定了特定區域黃土的鄧肯-張模型參數和黃土擠密模型，採用fortranpowerstation ，按軸對稱問題編制了存限元程序，通過採用不同的擠壓力和不同的泊松比的程序試算，得到了一些樁周土體的應力變化規律，並對擠密樁破壞半徑內的土體擠密效果進行了判定，計算與分析結果可供設計施工人員參考。The results show that, in most samples there are some linear correlation between poisson ' s ratio anisotropy and p - wave velocity anisotropy ; while in some samples there are no significant correlation between them ; some samples even show totally opposite changes in poisson ' s ratio anisotropy and p - wave velocity anisotropy
結果表明，在大部分樣品中泊松比各向異性與縱波速度各向異性有一定的相關性，但在有的樣品中泊松比各向異性與縱波速度各向異性沒有明顯的關系，甚至表現出完全相反的變化規律。Two factors are considered including distribution functions and detected flow data, and a vehicle generator of micro - scale is proposed based on detection period
用於描述一定時間內交通流分佈規律的離散隨機函數包括泊松分佈、二項分佈、負二項分佈等。The conclusions have been deduced from the detailed analysis of a set of experimental results as below : 1 ) the formula of tangent young ' s modulus et has been established during the unloading process ; 2 ) the shearing features of the samples are similar to undrained test even though there are draining paths so the possion ratio of the sample is about 0. 5 ; 3 ) unloading paths have little effects on the shearing strength parameters
通過對試驗結果的分析得到： 1 ）任一時刻土體的切線彈性模量公式； 2 ）卸載情況下盡管存在排水通道，但試樣仍基本上表現為不排水的性狀，按廣義虎克定律得到的泊松比在0 . 5附近； 3 ）卸荷應力路徑對土體的強度參數影響不大。Based on the research of influencing factors and regularities of distribution of loess side slope stability in northwest, the author select pingshuo antaibao southern spoil bank as subject investigated, and abstract several the most rudimental influencing factors which are ubiquitous concerning slope stability in loess area such as sloping shape, slope ratio, bulk density, cohesive force, angle of internal friction, elastic modulus, poisson ratio, water immersion
本文在探討黃土地區邊坡穩定性的影響因素及其分佈規律的基礎之上，選取平朔安太堡南排土場為研究對象，抽象出對于黃土地區邊坡穩定性具有普遍意義的幾個最基本影響因子：坡型、坡比、容重、內聚力、內摩擦角、彈性模量、泊松比、水。分享友人