Geodesic
Calculation of piles-CIT on the first limiting condition
Problemy fiziki, matematiki i tehniki, no. 3 (2015), pp. 90-93

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The limiting bearing ability of a pile-CIT in the nonlinear-deformed soil basis, taking into account ground consolidation in zone running-impulse processing is considered.
Keywords: pile-CIT, mathematical model, limiting bearing ability. 
@article{PFMT_2015_3_a15,
     author = {V. E. Bykhoutsev and D. V. Prokopenko and L. A. Curganova},
     title = {Calculation of {piles-CIT} on the first limiting condition},
     journal = {Problemy fiziki, matematiki i tehniki},
     pages = {90--93},
     publisher = {mathdoc},
     number = {3},
     year = {2015},
     language = {ru},
     url = {http://geodesic.mathdoc.fr/item/PFMT_2015_3_a15/}
}
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V. E. Bykhoutsev; D. V. Prokopenko; L. A. Curganova. Calculation of piles-CIT on the first limiting condition. Problemy fiziki, matematiki i tehniki, no. 3 (2015), pp. 90-93. http://geodesic.mathdoc.fr/item/PFMT_2015_3_a15/