Flexible oneanchor retaining building models calculation results comparing with experimental data

Based on the previously described mathematical model implemented in software complex PLASTICA, nonlinear calculation of one anchor sheet pile wall together with surrounding soil medium has been performed. To assess the results reliability with experimental data tests Lazebnik G.E., calculations in P...

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Bibliographic Details
Main Authors: Anёdriy Grishin, Olaksandr Siplivets
Format: Article
Language:English
Published: Poltava National Technical Yuri Kondratyuk University 2019-01-01
Series:Збірник наукових праць: Серія: Галузеве машинобудування, будівництво
Subjects:
Online Access:http://journals.nupp.edu.ua/znp/article/view/1286