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Chapter
May 14, 2014

Risk Analysis of Long-Distance Pipeline System in Mountain Area Subjected to Multi-Hazards I: Risk of Rain-Caused Landslide

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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Go to Sustainable Development of Critical Infrastructure
Sustainable Development of Critical Infrastructure
Pages: 99 - 107

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Published online: May 14, 2014

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Jinghua Huang [email protected]
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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