Technical Papers
Dec 31, 2019

Blasting Damage Depth in Layered Jointed Basalt before and after Grouting

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 3

Abstract

This paper compares blasting damage depth in layered jointed basalt before and after grouting. First, a method of determining blasting damage depth in layered jointed basalt is proposed, with a thorough theoretical analysis, and the improvement effect of grouting on damage control in the layered jointed basalt is evaluated quantitatively. The results demonstrate that the reflected tensile stress transmitted back to the previous joint is the key factor for the occurrence of damage. Consolidation grouting could reduce damage depth by 15–35%. The spatial distribution of blasting damage in the layered jointed basalt is then predicted with numerical simulation using the commercial software LS-DYNA. Results reveal that the damage depth estimated based on numerical simulation matches well with that estimated based on the theoretical analysis. Two types of damage zones exist in the layered jointed basalt. Last, a field experiment was implemented to investigate blasting damage depth in layered jointed basalt before and after grouting based on an excavation of the Baihetan high rock slope. Results demonstrate that the depth and degree of damage of the layered jointed basalt were both larger than that of conventional basalt and that grouting could significantly reduce damage depth. The error between the experiment, theoretical calculations, and numerical simulation was within 10%.

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 Chinese National Key Research and Development Grant No. 2016YFC0402008, the Chinese National Natural Science Foundation Grant No. 51069017, and the Natural Science Foundation of China Grant No. 2016CFB605 in the province of Hubei. The authors wish to express their gratitude to all supporters.

References

Bastante, F. G., L. Alejano, and J. González-Cao. 2012. “Predicting the extent of blast-induced damage in rock masses.” Int. J. Rock Mech. Min. Sci. 56 (1): 44–53. https://doi.org/10.1016/j.ijrmms.2012.07.023.
Bohloli, B., and E. Hovén. 2007. “A laboratory and full-scale study on the fragmentation behavior of rocks.” Eng. Geol. 89 (1): 1–8. https://doi.org/10.1016/j.enggeo.2006.05.010.
Budiansky, B., and R. J. O’Connell. 1976. “Elastic moduli of a cracked solid.” Int. J. Solids Struct. 12 (2): 81–97. https://doi.org/10.1016/0020-7683(76)90044-5.
De, A., A. Niemiec, and T. F. Zimmie. 2017. “Physical and numerical modeling to study effects of an underwater explosion on a buried tunnel.” J. Geotech. Geoenviron. Eng. 143 (5): 04017002. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001638.
Esen, S., I. Onederra, and H. A. Bilgin. 2003. “Modelling the size of the crushed zone around a blasthole.” Int. J. Rock Mech. Min. Sci. 40 (4): 485–495. https://doi.org/10.1016/S1365-1609(03)00018-2.
Gianella, T. N., and A. W. Stuedlein. 2017. “Performance of driven displacement pile–improved ground in controlled blasting field tests.” J. Geotech. Geoenviron. Eng. 143 (9): 04017047. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001731.
Goodman, R. E., and D. S. Kieffer. 2000. “Behavior of rock in slopes.” J. Geotech. Geoenviron. Eng. 126 (8): 675–684. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:8(675).
Hamdi, E., N. B. Romdhane, and J. M. Le Cléac’h. 2011. “A tensile damage model for rocks: Application to blast induced damage assessment.” Comput. Geotech. 38 (2): 133–141. https://doi.org/10.1016/j.compgeo.2010.10.009.
Hao, H., C. Wu, and Y. Zhou. 2002. “Numerical analysis of blast-induced stress waves in a rock mass with anisotropic continuum damage models. Part 1: Equivalent material property approach.” Rock Mech. Rock Eng. 35 (2): 79–94. https://doi.org/10.1007/s006030200012.
Holmberg, R. 1993. “Recent developments in control rock damage.” In Rock fragmentation by blasting, edited by H.-P. Rossmanith, 197–198. Rotterdam, Netherlands: A.A. Balkema.
Hu, Y., W. Lu, M. Chen, P. Yan, and J. Yang. 2014. “Comparison of blast-induced damage between presplit and smooth blasting of high rock slope.” Rock Mech. Rock Eng. 47 (4): 1307–1320. https://doi.org/10.1007/s00603-013-0475-7.
Hudson, J. A., et al. 2009. “Characterising and modelling the excavation damaged zone in crystalline rock in the context of radioactive waste disposal.” Environ. Geol. 57 (6): 1275–1297. https://doi.org/10.1007/s00254-008-1554-z.
Li, J., and G. Ma. 2010. “Analysis of blast wave interaction with a rock joint.” Rock Mech. Rock Eng. 43 (6): 777–787. https://doi.org/10.1007/s00603-009-0062-0.
LSTC (Livermore Software Technology Corporation). 2010. LS-DYNA keyword user’s manual, version 970. Livermore, CA: LSTC.
Lu, W., and W. A. Hustmlid. 2001. “Optimization of the contour blasting during rock slope excavation at the Three Gorges Project.” In Proc., DC Rocks 2001, 38th US Symp. on Rock Mechanics (USRMS). Washington, DC: American Rock Mechanics Association.
Lu, W. B., Y. G. Hu, J. H. Yang, M. Chen, and P. Yan. 2013. “Spatial distribution of excavation induced damage zone of high rock slope.” Int. J. Rock Mech. Min. Sci. 64 (1): 181–191. https://doi.org/10.1016/j.ijrmms.2013.08.030.
Ma, G. W., and X. M. An. 2008. “Numerical simulation of blasting-induced rock fractures.” Int. J. Rock Mech. Min. Sci. 45 (6): 966–975. https://doi.org/10.1016/j.ijrmms.2007.12.002.
Mandal, S. K., M. M. Singh, and S. Dasgupta. 2008. “Theoretical concept to understand plan and design smooth blasting pattern.” Geotech. Geol. Eng. 26 (4): 399–416. https://doi.org/10.1007/s10706-008-9177-4.
Mohammadi, S., and A. Pooladi. 2007. “Non-uniform isentropic gas flow analysis of explosion in fractured solid media.” Finite Elem. Anal. Des. 43 (6): 478–493. https://doi.org/10.1016/j.finel.2006.11.005.
Netherton, M. D., and M. G. Stewart. 2009. “The effects of explosive blast load variability on safety hazard and damage risks for monolithic window glazing.” Int. J. Impact Eng. 36 (12): 1346–1354. https://doi.org/10.1016/j.ijimpeng.2009.02.009.
Onederra, I. A., J. K. Furtney, E. Sellers, and S. Iverson. 2013. “Modelling blast induced damage from a fully coupled explosive charge.” Int. J. Rock Mech. Min. Sci. 58 (2): 73–84. https://doi.org/10.1016/j.ijrmms.2012.10.004.
Park, D., B. Jeon, and S. Jeon. 2009. “A numerical study on the screening of blast-induced waves for reducing ground vibration.” Rock Mech. Rock Eng. 42 (3): 449–473. https://doi.org/10.1007/s00603-008-0016-y.
Professional Standards Compilation Group of Peoples Republic of China. 1995. Technical specification for construction of rock foundation excavation of hydraulic structures. [In Chinese.] SL47-94. Beijing: Water Resources and Electric Power Press.
Saharan, M. R., and H. S. Mitri. 2008. “Numerical procedure for dynamic simulation of discrete fractures due to blasting.” Rock Mech. Rock Eng. 41 (5): 641–670. https://doi.org/10.1007/s00603-007-0136-9.
Saiang, D. 2010. “Stability analysis of the blast-induced damage zone by continuum and coupled continuum–discontinuum methods.” Eng. Geol. 116 (1): 1–11. https://doi.org/10.1016/j.enggeo.2009.07.011.
Tripathy, G. R., and I. D. Gupta. 2002. “Prediction of ground vibrations due to construction blasts in different types of rock.” Rock Mech. Rock Eng. 35 (3): 195–204. https://doi.org/10.1007/s00603-001-0022-9.
Wang, Z. L., Y. C. Li, R. F. Shen, and J. G. Wang. 2007. “Numerical study on craters and penetration of concrete slab by ogive-nose steel projectile.” Comput. Geotech. 34 (1): 1–9. https://doi.org/10.1016/j.compgeo.2006.09.001.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 145Issue 3March 2019

History

Received: Sep 12, 2017
Accepted: Aug 1, 2018
Published in print: Mar 1, 2019
Discussion open until: May 31, 2019
Published online: Dec 31, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Yingguo Hu, Ph.D. [email protected]
Associate Professor, Dept. of Rock and Soil Engineering, Changjiang River Scientific Research Institute, Wuhan 430010, China (corresponding author). Email: [email protected]
Ruize Li, Ph.D. [email protected]
Associate Engineer, Dept. of Rock and Soil Engineering, Changjiang River Scientific Research Institute, Wuhan 430010, China. Email: [email protected]
Xinxia Wu, Ph.D. [email protected]
Professor, Dept. of Rock and Soil Engineering, Changjiang River Scientific Research Institute, Wuhan 430010, China. Email: [email protected]
Gen Zhao, Ph.D. [email protected]
Professor, Dept. of Rock and Soil Engineering, Changjiang River Scientific Research Institute, Wuhan 430010, China. Email: [email protected]
Qiling Zhang, Ph.D. [email protected]
Associate Professor, Dept. of Rock and Soil Engineering, Changjiang River Scientific Research Institute, Wuhan 430010, China. 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.

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