A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of laterally loaded piles in a nonlinearly deformable bed
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.
Design of laterally loaded piles in a nonlinearly deformable bed
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.
Design of laterally loaded piles in a nonlinearly deformable bed
Sapozhnikov, A. I. (author) / Solgalov, Yu. V. (author)
1980
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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