Identification of numerical model parameters of tunnel lining in non-cohesive soil

The paper discusses identification of numeric model parameters of tunnel lining in a soil medium according to the discrete element method. An author’s program based on the discrete element method was used. Laboratory tests were conducted to determine the computer model parameters defining the lining...

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Bibliographic Details
Main Author: Paweł Szklennik
Format: Article
Language:English
Published: Military University of Technology, Warsaw 2018-12-01
Series:Biuletyn Wojskowej Akademii Technicznej
Subjects:
Online Access:http://biuletynwat.pl/gicid/01.3001.0012.8484