Chapter
Feb 21, 2020
Geo-Congress 2020

Numerical Analysis of Dynamic Response of Lifelines Facilities Adjacent to Deep Excavations

Publication: Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)

ABSTRACT

The great potential of economic benefits of utilizing underground spaces in the urban areas around the world has made the use of underground infrastructures popular. This makes the researchers to perform comprehensive studies of the effects of deep excavations on nearby properties. The protection of adjacent and underground facilities and lifelines during an earthquake is one of the major challenges in design and construction of ground excavations and foundation engineering. Excavation-induced ground movements could be greatly intensified during an earthquake. Large ground deformations may result in cracks or sever damage in adjacent lifelines. Therefore, to reduce the risk of lifeline failures, the seismic response of lifelines adjacent to deep excavations should be completely studied. In the present study, the dynamic performance of a buried pipeline close to a deep excavation is investigated using ABAQUS software. A series of three-dimensional (3D) finite element (FE) analyses are conducted and the normalized tensile strain are plotted to analyze dynamic response of the buried pipe.

Get full access to this article

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

REFERENCES

AASHTO (American Association of State Highway and Transportation Officials) (1996). “Standard specifications for highway bridges.” Washington D.C., USA.
ABAQUS. (2002). Version 6.3, Hibbitt, K. Sorensen, Sorense, Inc., Pawtucket, RI.
ALA (American Lifeline Alliance) (2002). “Guidelines for the design of buried pipe.”
ASTM (2002). “A416-02: Standard specification for steel strand, uncoated seven-wire for.”
ASTM D2321-00. (2000). “Standard specification underground installation of thermoplastic pipe for sewers and other gravity-flow applications”, Annual Book of ASTM Standards, Vol. 08.04.
Audibert, J. M., Nyman, K. J. (1977). “Soil restraint against horizontal motion of pipes.” Journal of Geotechnical and Geoenvironmental Engineering., ASCE 103 (10): 1119-1142.
Boushehri, R., Estahbanati, S.H., Hosseini, S.M.M.M., and Soroush, A. (2020). “Influence of reinforcement parameters on the seismic response of reinforced earth dams.’ Geo-Congress, ASCE, Reston, VA.
Boushehri, R., Hasanpour Estahbanati, S., & Ghasemi-Fare, O. (2019). “Controlling Frost Heaving in Ballast Railway Tracks Using Low Enthalpy Geothermal Energy.” (No. 19-03687).
Choo, Y. W., Abdoun, T. H., O’Rourke, M. J., & Ha, D. (2007). “Remediation for buried pipeline systems under permanent ground deformation.” Soil Dynamics and Earthquake Engineering., 27(12): 1043-1055.
Dash, S. R., Jain, S. K. (2007). “IITK-GSDMA Guidelines for seismic design of buried pipelines: provisions with commentary and explanatory examples.” National Information Center of Earthquake Engineering, Kanpur, India.
DIN 8074. (1999). “Polyethylene (PE) - Pipes PE 63, PE 80, PE 100, PE-HD – Dimensions.”
FHWA (Federal highways administration) (1999). “FHWA-IF-99-015. Ground anchors and anchored systems.” Geotechnical engineering circular No.4, Washington D.C., USA.
Estahbanati, S.H., Boushehri, R., Soroush, A., and Ghasemi-Fare, O. (2020). “Numerical study of the effects of deep excavations on dynamic performance of buried pipelines.” Geo-Congress, ASCE, Reston, VA.
Hashash, Y. M., Hook, J. J., Schmidt, B., John, I., & Yao, C. (2001). “Seismic design and analysis of underground structures.” Tunnelling and underground space technology., 16(4): 247-293.
IS (Indian Standard) (2000). “IS 456 d2000. Plain and Reinforced Concrete. Code of Practice (4th revision).” Bureau of Indian Standards, New Delhi, India.
Jeon, S. S., & O’Rourke, T. D. (2005). “Northridge earthquake effects on pipelines and residential buildings.” Bulletin of the Seismological Society of America., 95(1): 294-318.
Kameda, H. (2000). “Engineering management of lifeline systems under earthquake risk.” Bulletin of the New Zealand Society for Earthquake Engineering 33(3): 248-264.
Lysmer, J., & Kuhlemeyer, R. L. (1969). “Finite dynamic model for infinite media.” Journal of the Engineering Mechanics Division., 95(4): 859-878.
O’Rourke, TD, Lembo, A, Nozick, L. (2003). “Lessons learned from the world trade center disaster about critical utility systems.” In Proceedings ofBeyond September 11th: an account of post-disaster research. Natural hazards research & applications information center, public entity risk institute, and institute for civil infrastructure systems, Colorado, USA, PP. 269-290.
Ramezanianpour, A. A., Zolfagharnasab, A., Zadeh, F. B., Estahbanati, S. H., Boushehri, R., Pourebrahimi, M. R., & Ramezanianpour, A. M. (2018). “Effect of Supplementary Cementing Materials on Concrete Resistance Against Sulfuric Acid Attack.” In Processing ofHigh Tech Concrete: Where Technology and Engineering Meet. Springer, Cham, pp. 2290-2298.
Trautmann, C. H., O'Rourke, T. D. (1985). “Lateral force-displacement response of buried pipe.” Journal of geotechnical engineering., 111 (9): 1077-1092.
Wang, S. H., Zheng, Z., Mu, Z. G. and Zhang, J. B. (2013) Influence of Pit Excavation Supported by Soil-Nailing Wall on Adjacent Buried Pipelines. Journal of Applied Mechanics and Materials 256:(9)1388-139.
Willoughby, D. (2001). “Plastic piping handbook”, McGraw Hill Professional, pp. 39-110.
Zou, D., Kong, X., Ling, H. I., & Zhu, T. (2002). “Experimental study on the uplift behavior of pipeline in saturated sand foundation and earthquake resistant measures during an earthquake.” Chinese journal of geotechnical engineering., 24(3): 323-326.

Information & Authors

Information

Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)
Pages: 253 - 265
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8281-0

History

Published online: Feb 21, 2020

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Seddigheh Hasanpour Estahbanati [email protected]
Univ. of Nevada, Reno, Dept. of Civil and Environmental Engineering, Reno, NV. E-mail: [email protected]
Reza Boushehri [email protected]
Univ. of Nevada, Reno, Dept. of Civil and Environmental Engineering, Reno, NV. E-mail: [email protected]
Abbas Soroush, Ph.D. [email protected]
Amirkabir Univ. of Technology, Dept. of Civil and Environmental Engineering, Tehran, Iran. E-mail: [email protected]
Omid Ghasemi-Fare, Ph.D. [email protected]
Univ. of Louisville, Dept. of Civil and Environmental Engineering, Louisville, KY. 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.

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 Paper
$35.00
Add to cart
Buy E-book
$194.00
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 Paper
$35.00
Add to cart
Buy E-book
$194.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share