www.public4you.fora.pl

njlpkhgea

Stress wave propagation in saturated soil calculated

F 3 Zhou Fengjun, etc.; saturated soil stress wave propagation calculation 5l friends i + Mine 'a t a 2 △ f Um {a gourd into the differential equations: where E summer one. Mouth piece i +\+ - + Mei Mountain I (+ a) (19) (2O) (21) (22) (23) D 』=. 4 - a (:{)( q + a;) +2 *\Field trial of a (\i】 xI] 4 - (-4-X Ⅲ) 1 +({)+ 2 (\) 1 + fG = so j. +2 \shock wave boundary conditions (12),[link widoczny dla zalogowanych], written after the central difference differential: Southern Strike + (27) Control (24),[link widoczny dla zalogowanych], we get: ink = a South Temple (28) solve all the recurrence coefficients After the return on behalf of the N (22), and use (24) can be obtained bang bang = + = X +} 4 -. (29) J: 0. 1,[link widoczny dla zalogowanych],2 ...,[link widoczny dla zalogowanych], women and a 1 for the first time when computing and K calculations take:. G: Xiao a guitar (+ +1) (3o). \Substituting n. Ukraine + - day (: one by one I, ..., 2,1,0 = raise ejc_} (31) (32) we can see from the above calculation steps,[link widoczny dla zalogowanych], characteristics of the shock assembly method is to calculate and shock Wave after the flow field were integrated together, the computing requirements of the shock after crossing the line to cycle through the layers and shock wave generation of simultaneous control of the flow field after the calculation accuracy. programming structured, easy to implement, but the calculation must still be carried out and points. and the timing of desirable points in the month when the number of cells doubled. No doubt, the proposed method with the calculated results and experimental results are consistent.