z-logo
open-access-imgOpen Access
Study on the Pipeline Fragility Appraisal Indicators Affected by landslide Based on Numerical Simulation
Author(s) -
Bing Han,
Qiang Fu
Publication year - 2020
Publication title -
journal of physics: conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
ISSN - 1742-6588
DOI - 10.1088/1742-6596/1549/4/042123
Subject(s) - fragility , landslide , pipeline (software) , geology , weighting , pipeline transport , geotechnical engineering , engineering , mechanical engineering , medicine , chemistry , radiology
The completeness of pipelines is tremendous influenced by landslide in unfavorable geological conditions. The quantifying appraisal techniques is a valid means for risk management of pipelines affected by geological disasters. By using the finite element method to simulate going steadily downhill, mechanics characteristic of pipeline and pipe/soil interaction with changes in physical dimension consisted of the landslide area (LA), landslide thickness (LT), pipeline length in landslide (PLL), calibre (CA) and wall thickness (WT) of pipeline, the fragility appraisal system of pipeline affected by landslide can be constructed. The regular pattern of stress and strain variation of pipeline affected by landslide can be acquired with number analysis and computeration. The results show that the physical dimension of landslide and the PLL have strong effect on pipeline fragility, and the effect increases with increasing of the above indicators; the WT has a smaller role of pipeline fragility and the effect can be ignored. In the end, the weighting factors and marks of every fragility appraisal indicator can be given on the basis of the above conclusion.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here