[1]
R. Liu, S. Yan: Brief history of upheaval buckling studies for subsea buried pipeline, Journal of Pipeline Systems Engineering and Practice, 4 (3) (2013), pp.170-183.
DOI: 10.1061/(asce)ps.1949-1204.0000127
Google Scholar
[2]
N.I. Vatin, Yu.A. Kurganov, G. P. Petrakov, V. N. Starkov: About the making Regional Methodical Document Designing and installation pipelines for water supply and sewage systems in Saint-Petersburg, (RMD 40-20-2013 Saint-Petersburg), Construction of Unique Buildings and Structures, 1 (16) (2014).
Google Scholar
[3]
Y. Bai, Z. Yu: Pipeline on-bottom stability analysis based on FEM model, Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, 4 (2011), pp.329-333.
Google Scholar
[4]
Recommended Practice DNV-RP-F105 Free Spanning Pipeliners. (2002).
Google Scholar
[5]
Recommended Practice DNV-RP-F109 On-bottom Stability Design of Submarine Pipelines. (2007).
Google Scholar
[6]
L.V. Muravieva: Risk Assessment of Seismic Effects on an Offshore Pipeline, RAO, GIS Offshore Saint-Petersburg. September 15-18, (2009).
Google Scholar
[7]
V.V. Lalin, A.V. Iavarov: Raschetnoe obosnovanie konstruktcii nadzemnogo uchastka gazoprovoda v usloviiakh Krainego Severa, Izvestiia VNIIG, 257 (2010), pp.112-115.
Google Scholar
[8]
V.V. Lalin, A.V. Iavarov: Modern calculation methods of trunk pipelines, Magazine of Civil Engineering, 3 (2010) pp.43-47.
Google Scholar
[9]
A.V. Iavarov, V.V. Lalin: K voprosu postroeniia konechno-elementnoi obolochechnoi modeli podzemnoi prokladki magistralnogo truboprovoda, Problemy prochnosti materialov i sooruzhenii na transporte, PGUPS, St. Petersburg (2011), p.106.
Google Scholar
[10]
A.V. Iavarov: Chislennoe modelirovanie soprotivleniia massiva grunta peremeshcheniiam podzemnogo truboprovoda, Neftegazovoe delo 3 (2012), pp.360-374. URL: http: /www. ogbus. ru/authors/Yavarov/Yavarov_1. pdf.
Google Scholar
[11]
A.V. Iavarov, G.S. Kolosova, V.V. Kuroedov: Stress-strain state of buried pipelines, Construction of Unique Buildings and Structures, 1 (2013), pp.1-10.
Google Scholar
[12]
A.V. Iavarov: Reaktciia massiva grunta na peremeshcheniia podzemnogo truboprovoda, Tez. Vsemirnogo morskogo tekhnologicheskogo foruma. SPbGMTU, St. Petersburg, (2012) p.78.
Google Scholar
[13]
J. Sun, H. Shi, P. Jukes: Upheaval buckling analysis of partially buried pipeline subjected to high pressure and high temperature, Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, R. 4, (2011).
DOI: 10.1115/omae2011-49498
Google Scholar
[14]
T., Langford, R., Dyvik, Cleave, Offshore pipeline and riser geotechnical model testing: Practice and interpretation Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, 3 (2007), pp.443-452.
DOI: 10.1115/omae2007-29458
Google Scholar
[15]
N.Y. Kershenbaum, S.A. Mebarkia, H.S. Choi: Behavior of marine pipelines under seismic faults, Ocean Engineering, 27 (5) (2000), pp.473-487.
DOI: 10.1016/s0029-8018(98)00079-1
Google Scholar
[16]
P.P. Borodavkin: Soil Mechanics in Pipeline Construction. Moscow: Nedra, 1986. p.224.
Google Scholar
[17]
Rules for Classification and Construction of Subsea Marine Pipelines, Saint Petersburg, (2009).
Google Scholar
[18]
L.A. Galin: Elastic-Plastic Problems, Moscow, Nauka, 1984, p.23.
Google Scholar