ABSTRACT

The vibrations induced in the ground due to the propagation of high amplitude pressure waves generated during blasts pose a serious danger to structures on the ground and underground. In this paper, we explore the attenuation behaviour of sand subjected to blast waves generated in a vertical shock tube driven by compressed helium gas. Peak pressure, decay time, and impulse of the blast wave profile have been used to compare different blast profiles generated in the laboratory. Pressure sensors are embedded at a number of locations in the test section to note the pressure profiles in the air and sand column. In order to study the effect of compaction on attenuation, sand compacted at different relative densities is subjected to blast waves of various overpressures, and the attenuation factor is estimated. This study shows that shock tubes can be effectively used to understand the behaviour of attenuation characteristics of sand under blast loads.

Get full access to this article

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

REFERENCES

Akai, K., Hori, M., Ando, N., and Shimogami, T. (1972). “Shock tube study on stress wave propagation in confined soils.” Proceedings of the Japan society of civil engineers, Vol. 1972, Japan Society of Civil Engineers, 127–141.
Bangash, M. Y. H. (1993). Impact and explosion: Analysis and design. Blackwell Scientific.
Britan, A., Vasil’Ev, E., Zinovik, I., and Kamynin, I. Y. (1992). “Reflection of a blast-profile shock wave from the end wall of a shock tube.” Fluid Dynamics, 27(3), 412–417.
Gion, E. J. (1989). “A multidriver shock tube model of a large blast simulator.”, Army Ballistic Research Lab Aberdeen Proving Ground MD.
Hetherington, J., and Smith, P. (2014). Blast and ballistic loading of structures. CRC Press.
Kumar, R., Choudhury, D., and Bhargava, K. (2014). “Prediction of blast-induced vibration parameters for soil sites.” International Journal of Geomechanics, 14(3), 04014007.
Leong, E., Anand, S., Cheong, H., and Lim, C. (2007). “Re-examination of peak stress and scaled distance due to ground shock.” International Journal of Impact Engineering, 34(9), 1487–1499.
Murmu, S., Maheshwari, P., and Verma, H. K. (2018). “Empirical and probabilistic analysis of blast-induced ground vibrations.” International Journal of Rock Mechanics and Mining Sciences, 103, 267–274.
Richart, J., Hall, J., and Lysmer, J., (1962). “Study of the propagation and dissipation of elastic wave energy in granular soils.”, Florida University, Gainesville, Engineering and Industrial Experiment Station.
Samuelraj, I. O. (2019). Experiments on varying intensity air blasts in shock tubes. Ph.D. thesis, Indian Institute of Science, Bangalore.
Samuelraj, I. O., and Jagadeesh, G. (2017). “Development of a vertical shock tube facility for blast testing applications.” 30th International Symposium on Shock Waves 2, Springer, 1333–1337.
Schleyer, G., Lowak, M., Polcyn, M., and Langdon, G. (2007). “Experimental investigation of blast wall panels under shock pressure loading.” International Journal of Impact Engineering, 34(6), 1095–1118.
Sundaramurthy, A., and Chandra, N. (2014). “A parametric approach to shape field-relevant blast wave profiles in compressed-gas-driven shock tube.” Frontiers in Neurology, 5, 253.
Yankelevsky, D., Karinski, Y., and Feldgun, V. (2011). “Re-examination of the shock wave’s peak pressure attenuation in soils.” International journal of impact engineering, 38(11), 864–881.

Information & Authors

Information

Published In

Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 21 - 28

History

Published online: Mar 23, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Suraj Kumar Mondal [email protected]
1Dept. of Aerospace Engineering, Indian Institute of Science, Bangalore, India. Email: [email protected]
Monica Rekapalli [email protected]
2Dept. of Civil Engineering, Indian Institute of Science, Bangalore, India. Email: [email protected]
Shweta Paunikar [email protected]
3Dept. of Aerospace Engineering, Indian Institute of Science, Bangalore, India. ORCID: https://orcid.org/0000-0002-0653-7381. Email: [email protected]
C. S. Kumar [email protected]
4Machstar Group, Bangalore, India. Email: [email protected]
G. Jagadeesh [email protected]
5Dept. of Aerospace Engineering, Indian Institute of Science, Bangalore, India. Email: [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
$122.00
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
$122.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share