The example of calculation of nonlinear precipitation sand base in discrete - continuum model. The results are compared with the calculation for the allowance to SNiP
model, soil, nonlinear sediment, discrete-continuum model
1. Revenko V.V., Savin A.P. Svidetel´stvo ob ofitsial´noy registratsii programmy dlya EVM № 2004611512 «Raschet gruntovogo osnovaniya po diskretno - kontinual´noy modeli» («DCM»), 18.06.2004
2. Revenko V.V. Metodika formirovaniya evolyutsionnoy sistemy razrezov dlya diskretno - kontinual´noy modeli gruntovogo osnovaniya.. Izv. vuzov. Sev. - Kavk. region. Spets. vypusk “Matematicheskoe modelirovanie i komp´yuternye tekhnologii”. Tekhn. nauki. 2004. - S. 112-114.
3. Krauch S., Starfild A. Metody granichnykh elementov v mekhanike tverdogo tela. M.: Mir, 1987. 328 s.
4. SNiP 2.02.01-83* Osnovaniya zdaniy i sooruzheniy./ Gosstroy SSSR. - Vved. 1985-01-01. - M.: Stroyizdat, 1985 - 40 s.
5. Revenko V. V., Savin A.P. Napryazhennoe sostoyanie diskretno - kontinual´nogo osnovaniya pri nachal´nom nagruzhenii /Rossiyskaya geotekhnika - shag v XXI vek: tr. yubil. konf., posvyashch. 50-letiyu ROMGGiF, M.. 2007. S.
6. Ivanov P. L. Grunty i osnovaniya gidrotekhnicheskikh sooruzheniy. M.: VSh, 1985. 352 s.
