Method for identifying the main factors controlling landslides based on a particle coupling algorithm simulating the ultimate state of a gas pipeline

Author:

Xu Taolong,Xiong Feng,Liao Fangjian,Li Youlv,Jiang Hongye

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference34 articles.

1. Chan, P.D., 1999. Soil: Pipeline interaction in slopes. Master's thesis, University of Calgary, Calgary, Canada. Retrieved from https://prism.ucalgary.ca. doi: 10.11575/PRISM/16457.

2. Stress analysis of gas pipelines in landslide areas based on finite element method;Chen;Nat. Gas Ind.,2017

3. Soil–pipeline inter-action along unstable slopes: a coupled three-dimensional approach. Part 2: numerical analyses;Cocchetti;Can. Geotech. J.,2019

4. Identification of the Main control factors and failure modes for the failure of Baiyuzui landslide control project;Du;Geotech. Geol. Eng.,2021

5. Three-dimensional response of buried pipelines subjected to large soil deformation effects: Part II—Effects of the soil restraint on the response of pipe/soil systems;Fredj,2010

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