Technical Papers
Apr 25, 2017

Risk Assessment of Long Gas and Oil Pipeline Projects Inducing Landslide Disasters during Construction

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 5

Abstract

This paper analyzes the typical landslides caused by pipeline construction and the characteristics of landslides during the construction period, and assesses the risk to the long gas and oil pipeline project in China caused by landslides during its construction. Using the semiquantitative risk assessment method and introducing the concept of risk degree, according to the assessment of risk and vulnerability, a landslide disaster risk assessing index system was established after summarizing the causative disaster factors of the landslide disasters induced by the construction of the China-Myanmar pipeline project. Three typical disaster points induced by pipeline construction were chosen to make a risk grade evaluation. The results of site reviews show the evaluation results coincide with the actual situation. Thus, semiquantitative evaluation methods can be used as a reference to guide the landslide disasters developed portion of pipeline construction risk control.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was supported by the Fund of the Science research and technology development project of PetroChina Co. Ltd. (No. ZMYQ-V-052-2011).

References

Bai, M. Z., Du, Y. Q., and Kuang, X., et al. (2012). “Warning method and system in risk management for loess engineering slopes.” J. Perform. Constr. Facil., 190–196.
Blaikie, P., Cannon, T., Davis, I., and Wisner, B. (1996). “At risk: Natural hazards, people’s vulnerability and disasters.” Econ. Geogr., 8(2), 18–27.
Borgatti, L., Marzani, A., Margherita, C. S., Bonaga, G., Vittuari, L., and Ubertini, F. (2015). Analysis of the interaction between buried pipelines and slope instability phenomena, Springer, New York.
Chinese Standard. (2011). “Technical specification for geological hazards risk management of oil and gas pipeline.”, National Energy Board, Calgary, AB, Canada.
Einstein, H. H. (1997). “Landslide risk—Systematic approaches to assessment and management.” Landslide risk assessment, A.A. Balkema, Rotterdam, Netherlands, 25–25.
Konuk, I., Yu, S., and Ghibaudo, C., et al. (2011). “A case study of pipe-in-pipe application to a landslide site.” J. Pipeline Integrity, 5(4), 213–222.
Ma, Y. S., Zhang, Y. C., and Zhang, C. S., et al. (2004). “Theory and approaches to the risk evaluation of geological hazards.” J. Geomech., 10(1), 7–18.
Michael-Leiba, M., Baynes, F., Scott, G., and Granger, K. (2003). “Regional landslide risk to the cairns community.” Nat. Hazard., 30(2), 233–249.
Modinpuroju, A., Prasad, C. S. R. K., and Chandra, M. (2016). “Facility-based planning methodology for rural roads using spatial techniques.” Innovative Infrastruct. Solutions, 1(1), 41.
Poulos, H. G. (2016). “Tall building foundations: design methods and applications.” Innovative Infrastruct. Solutions, 1(1), 1–51.
Qi, X., Tang, C., Chen, Z. F., and Shao, C. (2012). “Research of geohazards risk assessment.” J. Nat. Disasters, 21(5), 33–40.
Sarkar, S., Kanungo, D. P., and Sharma, S. (2013). “Landslide hazard assessment in the Upper Alaknanda Valley of Indian Himalayas.” Geomatics Nat. Hazard. Risk, 6(4), 308–325.
Terence, L., Suzana, D., and Margaret, S. (2013). “Integration of multicriteria evaluation and cellular automata methods for landslide simulation modelling.” Geomatics Nat. Hazard. Risk, 4(4), 355–375.
Zhang, C. S., Zhang, Y. C., Ma, Y. S., Liao, C. T., Wu, M. L., and Zhang, L. H. (2006). “Calculation method and application of the right-weighty value on geological hazards in region.” Hydrogeol. Eng. Geol., 33(6), 84–89.
Zhang, L., et al. (1998). Geological disaster situation accessment theory and practice, Geological Press, Beijing, 20–45.
Zhou, Y. K. (1995). “Study on natural disaster risk assessment.” J. Disasters, 1, 6–11.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 5October 2017

History

Received: Mar 7, 2016
Accepted: Jan 23, 2017
Published online: Apr 25, 2017
Discussion open until: Sep 25, 2017
Published in print: Oct 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Mingzhou Bai [email protected]
School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, P.R. China. E-mail: [email protected]
Tianjin Municipal Engineering Design & Research Institute, Tianjin 300051, P.R. China; School of Highway, Chang′an Univ., Xi’an 710064, China (corresponding author). ORCID: https://orcid.org/0000-0003-3740-6007. E-mail: [email protected]
School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, P.R. China. E-mail: [email protected]
Yujian Xing [email protected]
School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, P.R. China. E-mail: [email protected]
Pingyuan Zhao [email protected]
School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, P.R. China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share