Comparison of deformations of the large floating-roof tanks with the results of long-term monitoring

The basic requirements for settlement of steel vertical cylindrical tanks are given. The construction of such a foundation is considered and a method for calculating pile ring foundations of large- volume tanks based on the decisions of K.E. Yegorov and A.A. Bartholomei is proposed. The results of m...

Full description

Saved in:
Bibliographic Details
Published in:E3S web of conferences 2020-01, Vol.164, p.1022
Main Authors: Mangushev, Rashid, Sotnikov, Sergey
Format: Article
Language:English
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:The basic requirements for settlement of steel vertical cylindrical tanks are given. The construction of such a foundation is considered and a method for calculating pile ring foundations of large- volume tanks based on the decisions of K.E. Yegorov and A.A. Bartholomei is proposed. The results of monitoring the settlement of a large-volume tank with a floating roof after the completion of hydraulic tests and three years after its operation are presented. The monitoring results are compared with the results of analytical calculations according to the proposed formulas and numerical methods (finite element method - FEM) for various software systems.
ISSN:2267-1242
2267-1242
DOI:10.1051/e3sconf/202016401022