Geodesic
Computer analysis of efficiency of reinforcing of the soil bases of RIT-piles
Problemy fiziki, matematiki i tehniki, no. 3 (2014), pp. 88-91

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Sag of RIT-piles on condition of linear and nonlinear deformation of soil taking into account and without consolidation of the soil basis in the field of explosion is investigated.
Keywords: pile-RIT, camouflage broadening, soils, mathematical model, computer simulation. 
@article{PFMT_2014_3_a16,
     author = {S. V. Kirhintsava},
     title = {Computer analysis of efficiency of reinforcing of the soil bases of {RIT-piles}},
     journal = {Problemy fiziki, matematiki i tehniki},
     pages = {88--91},
     publisher = {mathdoc},
     number = {3},
     year = {2014},
     language = {ru},
     url = {http://geodesic.mathdoc.fr/item/PFMT_2014_3_a16/}
}
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S. V. Kirhintsava. Computer analysis of efficiency of reinforcing of the soil bases of RIT-piles. Problemy fiziki, matematiki i tehniki, no. 3 (2014), pp. 88-91. http://geodesic.mathdoc.fr/item/PFMT_2014_3_a16/