Protection Control Scheme and Evaluation of Effectson Pipeline Crossing beneath Landslide Area

Author:

Li Changdong1,Wang Liangqing2,Jing Hongyuan3,Liu Qingtao4

Affiliation:

1. Instructor, Dept. of Geotechnical and Engineering Geology, Faculty of Engineering, China Univ. of Geosciences, Wuhan, 430074, China.

2. Professor, Dept. of Geotechnical and Engineering Geology, Faculty of Engineering, China Univ. of Geosciences, Wuhan, 430074, China (corresponding author).

3. Engineer, PetroChina Pipeline R&D Center, Langfang Hebei, 065000, China.

4. Bachelor, Faculty of Engineering, China Univ. of Geosciences, Wuhan, 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference30 articles.

1. Landslide damage to the board river water supply pipeline, Bromley Hill, Jamaica: Case study of a landslide caused by hurricane Gilbert (1988)

2. Baum R. L. Galloway D. L. and Harp E. L. (2008). “Landslide and land subsidence hazards to pipelines.” U.S. Geological Survey Open-File Rep. 2008-1164.

3. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations

4. Chevalier B. Combe G. and Villard P. (2007). “Load transfers and arching effects in granular soil layer.” 18eme Congres Franrais de Mecanique Congrès Français de Mécanique Grenoble France 27–31.

5. Slope stability analysis by finite elements

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