Chapter
May 14, 2014
Risk Analysis of Long-Distance Pipeline System in Mountain Area Subjected to Multi-Hazards I: Risk of Rain-Caused Landslide
Authors: Jinghua Huang [email protected], Zhaohui Chen, Peng Zhang, and Wenliang FanAuthor Affiliations
Publication: Sustainable Development of Critical Infrastructure
Abstract
This is the first in a succession of papers on the risk analysis of pipelines due to multi-hazards in mountain areas. The present paper is focused on the risk of rain-caused landslide which would induce damage to the pipeline. Considering the spatial variations of soil hydraulic properties - such as permeability and pore size distributions - the random field model for unsaturated seepage is presented by the application of the stochastic finite element method. A 3D probability-based slope stability analysis model due to the rainfall by the application of limit equilibrium method is applied. The spatial variation of soil hydraulic properties is analyzed.
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© 2014 American Society of Civil Engineers.
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Published online: May 14, 2014
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ASCE Technical Topics:
- Climates
- Disaster risk management
- Disasters and hazards
- Environmental engineering
- Geohazards
- Geology
- Geomechanics
- Geomorphology
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic properties
- Infrastructure
- Landslides
- Meteorology
- Mountains
- Pipeline systems
- Pipelines
- Precipitation
- Rainfall
- Risk management
- Soil mechanics
- Soil properties
- Water and water resources
Authors
Affiliations
Faculty of Civil Engineering, Chongqing University, Chongqing 400045, China. E-mail: [email protected]
Zhaohui Chen
Faculty of Civil Engineering, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China
Peng Zhang
Guizhou Electric Power Design Institute, No. 56 Zunyi Road, Guiyang 550002, China.
Wenliang Fan
Faculty of Civil Engineering, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China
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