Lateral buckling of submarine pipelines under high temperature and high pressure—A literature review

J Cai, P Le Grognec - Ocean Engineering, 2022 - Elsevier
This paper consists of a literature review on the latest research progress about the lateral
buckling of submarine pipelines under high temperature (HT) and high pressure (HP). First …

Lateral force on buried pipelines caused by seabed slides using a CFD method with a shear interface weakening model

X Guo, X Liu, M Li, Y Lu - Ocean Engineering, 2023 - Elsevier
With the extensive laying of subsea pipe networks, interactions between seabeds and
pipelines are attracting increasing attention; nevertheless, the study of buried pipelines …

Limit analysis of the undrained bearing capacity of offshore pipelines

CM Martin, DJ White - Géotechnique, 2012 - icevirtuallibrary.com
The ultimate bearing capacity of a rigid, plane-strain pipe segment embedded in undrained
clay is studied using numerical limit analysis. The pipe is considered to be 'wished in …

Resistance mechanism of partially embedded pipelines considering the influence of temperature fields

H Wang, K Wang, Z Guo, S Rui, Z Wang - Ocean Engineering, 2023 - Elsevier
Subsea pipelines are prone to global buckling under high temperature and high pressure.
The key to predict buckling is to accurately evaluate the pipe-soil resistance, which is …

Behaviour of buried pipes in unstable sandy slopes

W Zhang, A Askarinejad - Landslides, 2019 - Springer
Significant forces can be applied to embedded pipelines in sloping grounds due to soil
instabilities, which potentially might lead to leakage of hazardous fluids into the …

Centrifuge modeling methodology for energy pile pullout from saturated soft clay

I Ghaaowd, JS McCartney - Geotechnical …, 2022 - asmedigitalcollection.asme.org
This paper describes a test setup and methodology for centrifuge modeling of energy pile
pullout from saturated soft clay, with the goal of understanding how pile heating improves …

The mechanics of cone penetration: Contributions from experimental and theoretical studies

R Salgado - Geotechnical and Geophysical Characterization, 2012 - books.google.com
Cone penetration in soil is a complex process. The complexity arises partly from the
boundary-value problem itself, in which a penetrometer with a conical tip is pushed down at …

[HTML][HTML] Experimental study of trench effect on lateral failure mechanisms around the pipeline buried in clay

M Kianian, H Shiri - Journal of Pipeline Science and Engineering, 2021 - Elsevier
Pipelines are usually trenched and backfilled using the pre-excavated soil as cost-effective
protection against the environmental, constructional, and operational loads. The design of …

The effect of backfilling stiffness on lateral response of the shallowly trenched-backfilled pipelines in clay

M Kianian, H Shiri - Marine Georesources & Geotechnology, 2021 - Taylor & Francis
Offshore pipelines need to be trenched and backfilled in shallow waters for physical
protection against the environmental, operational, and accidental loads. These buried …

Drag forces caused by submarine glide block or out-runner block impact on suspended (free-span) pipelines

A Zakeri, B Hawlader, K Chi - Ocean Engineering, 2012 - Elsevier
The results of a series of physical experiments to quantify the drag force on a submarine
pipeline caused by a glide block or an out-runner block impact normal to the pipe axis are …