Buried Pipeline Subjected to Underground Blast Load: Closed-Form Analytical Solution-Reference-Cited by-同舟云学术

Buried Pipeline Subjected to Underground Blast Load: Closed-Form Analytical Solution

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chaudhuri Chaidul Haque¹^ORCID,Choudhury Deepankar²^ORCID

Affiliation:

1. Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India. ORCID: .

2. Prof. T. Kant Chair Professor and Head, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002460

Reference34 articles.

1. Analytical solution of the dynamic response of piles under blast waves;Abedi A. S.;Iran. J. Sci. Technol. Trans. Civ. Eng.,2019

2. Analytical solution of the dynamic response of buried pipelines under blast wave;Abedi A. S.;Int. J. Rock Mech. Min. Sci.,2016

3. ALA (American Lifelines Alliance). 2001. Guidelines for the design of buried steel pipe. Reston, VA: ASCE, (with addenda through February 2005).

4. Analytical solutions for Euler-Bernoulli beam on visco-elastic foundation subjected to moving load;Basu D.;Int. J. Numer. Anal. Methods Geomech.,2013

5. Bulson, P. S. 2003. Explosive loading of engineering structures. London: Taylor & Francis.

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