Abstract

The paper focuses on the assessment of landslide hazard and risk along or across the Trans Adriatic Pipeline (TAP) natural gas pipeline project in Albania. TAP is a natural gas pipeline that will transport gas from the Caspian Sea to Europe, crossing Northern Greece and Southern Albania. It has long been recognised that landsliding is a major factor for TAP’s pipeline route selection in mountainous regions, especially the challenging area of central Albania. Experience from similar major pipelines has shown that hazard avoidance is generally the most cost- and time-efficient strategy to minimise the landslide risk since geohazard-related decision-making is usually risk-based. For landslides, the risk profile is expected to be dominated by the upslope expansion of existing landslides, resulting in a loss of ridge crest (where the Right of Way (RoW) is usually located), possibly leading to pipeline rupture. However, it is still possible that new landslides could develop under static and/or seismic conditions, especially on steep ridge flanks along the route. An expert determination approach was adopted to define a consensus for the estimate of the risk (i.e., chance of rupture) for the pipeline at eighty-two (82) identified landslide sites in Albania, to identify “hot spots” along the route, where risk-reduction measures could be prioritised. Ten landslides were characterised as “High Risk”, fifteen as “Medium Risk” and nineteen as “Low Risk”. Following this risk assessment, two large re-routings, as well as several local re-routings, were considered. Further investigation was required to identify the site-specific geotechnical conditions and probable remedial measures in cases where landslides could not be avoided by rerouting.

Highlights

  • Landslides represent a significant hazard for welded steel pipelines because they can generate permanent ground displacements (PGD) along or across the pipeline alignment

  • An assessment of the risk level for the pipeline due to potential landslides has been performed along the whole examined Trans Adriatic Pipeline (TAP) route (Table 5), namely the 64-km-long section between the Panarit ridge and Polican (72 to 136 km), which includes the bulk of the mountainous region across Albania

  • The landslide risk profile for the route was dominated by the numerous landslide sites identified between 72 and 90 km, where nine High Risk and 12 Medium Risk sites are found on the slopes adjacent to the RoW alignment (Figures 17 and 18)

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Summary

Introduction

Landslides represent a significant hazard for welded steel pipelines because they can generate permanent ground displacements (PGD) along or across the pipeline alignment. PGD are critical for buried pipelines since they must deform axially by bending to accommodate the surrounding ground movements [1]. Pipeline failures caused by landslides often involve full-bore rupture, as opposed to holes and pinhole cracks. Landslide-related incidents tend to result in significant leaks, major environmental impacts and long periods of service disruption [2]. Industry-wide experience is that landslides dominate pipeline rupture statistics in mountainous terrain and should be regarded as a significant operational risk. For this reason, it has long been recognised that landsliding in unstable

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