ANALYSIS OF FUNNELS EVALUATION MODEL BY THE “CONSTRUCTION-SOIL” SYSTEM

A. S. Koretskiy, A. I. Lantuh-Lyaschenko, K. V. Medvedev

Abstract


Recently in the European countries the designs of flexible pipes and pipe bridges, the bearing capacity of which is provided by passive resistance of soil, have found more applications. The paper presents an analysis of existing models for calculating flexible pipes working as a system «construction-soil». The numerical example for calculating such construction design using software package SCAD is given.


Keywords


SCAD; "construction-soil"; model for calculating the pipe

GOST Style Citations


1. Металлические гофрированные трубы под насыпями [Текст] / Н. М. Колоколов и др. – М.: Транспорт, 1973.

2. Инструкция по проектированию и постройке металлических гофрированных водопропускных труб [Текст]: ВСН 176-78. / Минтрансстрой СССР. – М.: 1978.

3. Machelski, C. Modelowanie mostowych konstrukcji gruntowo-powlokowych [Текст] / C. Machelski. – Wroclaw: Dolnoslaskie Wydawnictwo Educacyjne,2008.

4. Watkins, R. K. Structural mechanics of buried pipes [Текст] / R. K. Watkins, L. R. Anderson. – CRC Press LLC, USA. – 2000.

5. Spangler, M. G. The structural design of flexible pipe culverts [Текст] / M. G. Spangler // Iowa Eng. Exp. Station Bulletin. – 153. – Iowa State, 1941.

6. White, H. L. Corrugated Metal conduit as compressing ring [Текст] / H. L. White, J. P. Layer // Proc., Highway Research Board. – 1960. – 39. – Р. 389-397.

7. AASSHTO, Section 12, Soil-Corrugated Metal Structure Interaction Systems, American Association of State Highway and Transportation Officials [Текст]. – Washington, D.C., 2000.

8. Ontario Highway Bridge Design Code, Section 12, Soil-Corrugated Metal Structure Interaction System, Ministry of Transportation & Communication [Текст]. – Ontario, 1996.





Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.

 

ISSN 2307–3489 (Print)
ІSSN 2307–6666 (Online)