| Abstract: | Conclusions 1. The computational method that we have proposed makes it possible to study the performance of the "pile-soil" system in the elastoplastic stage and investigate the behavior of piles and pile frames in all stages of loading — right up to failure.2. Allowance for shear strains in the cross section enables us to reflect the stress-strain state of the "pile-soil" system more precisely and provide high serviceability to the pile beds.Astrakhan Technical Institute, RPKh. Far East Scientific-Research Institute for the Design and Planning of Marine Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 9–11, July–August, 1980. |
