Behaviour of Shallow Foundations Subjected to Blast Loads and Related Liquefaction |
Ritika, Sangroya
(Department of Civil Engineering, Indian Institute of Technology Bombay)
Choudhury, Deepankar (Department of Civil Engineering, Indian Institute of Technology Bombay) Park, Young Jin (Department of Civil and Environmental Engineering, Incheon National University) Shin, Eun Chul (Department of Civil and Environmental Engineering, Incheon National University) |
1 | Barkan, D. D. (1962), Dynamics of bases and foundations, McGraw Hill Book Company, New York, pp. 390-414. |
2 | Blake, F. G. (1952), Spherical wave propagation in solid media, The Journal of Acoustical Society of America, 24, No. 2, pp. 211-215. DOI |
3 | Bowles, J. E. (1982), Foundation analysis and design, McGraw Hill Book Company, ISBN 0-07-006770-8, pp. 968-996. |
4 | Bulson, P. S. (1997), Explosive loading of engineering structures, Taylor and Francis e-library, ISBN-0-203-78210, p. 236. |
5 | Charlie, W. A., Veyera, G. E., Abt, S. R. and Patrone, H. D. (1983), Blast induced soil liquefaction - State-of-the-Art, Proceedings of Symposium in The Interaction of Non-Nuclear Munitions with Structure, Part II, pp. 62-68. |
6 | Charlie, W. A., Veyera, G. E., Durnford, D. S. and Doehring, D. O. (1996), Pore pressure increases in soil and rock from underground chemical and nuclear explosions, Engineering Geology, 43, pp. 225-236. DOI |
7 | Charlie, W. A., Dowden, W. A., Villano, E. J., Veyera, G. E. and Doehring, D. O. (2005), Blast-induced stress wave propagation and attenuation: centrifuge model versus prototype tests, Geotech. Test. J. ASTM, 28, No. 2, pp. 1-10. |
8 | Drake, J. L. and Little C. D. (1983), Ground shock from penetrating conventional weapons, The Interaction of Non- Nuclear Munitions with Structures: Symposium Proceedings, Part I, pp. 1-6. |
9 | FLAC3D (2006), Fast langragian analysis of continua in 3Dimensions, Version 3.1, User's Manual Itasca Consulting Group, Minneapolis, Minnesota, USA, pp. 44-53. |
10 | IS-4991-1968 (1968), Criteria for blast resistant design of structures or explosions above ground, Indian Standard, New Delhi, pp. 4-7. |
11 | IS-6922-1973 (1973), Criteria for safety and design of structures subjected to underground blast, Indian Standard, New Delhi pp. 5-8. |
12 | Kumar, R., Choudhury, D. and Bhargava, K. (2012), Response of foundations subjected to blast loadings: State of the art review, Disaster Advances, 5, No. 1, pp. 54-63. |
13 | Olofsson S. O., Rosengren L. and Svedbjork, G. (1999), Modeling of ground- shock wave propagation in Soil Using FLAC, FLAC and Numerical Modeling in Geomechanics, Detournay and Hart ed., A.A Balkema Publishers, Rotterdam, Netherlands, pp. 401-405. |
14 | Sangroya, R. and Choudhury, D. (2013), Stability analysis of soil slope subjected to blast induced vibrations using FLAC3D, Proceedings of Geo-Congress - 2013, Stability and Performance of Slopes and Embankments III, Geotechnical Special Publication, ASCE, March 3-6, 2013, San Diego, CA, USA, p. 472. |
15 | Siskind, D. E. and Stagg, M. S. (1985), Blast vibration measurements near and on structure foundations, Bureau of Mines, Report of Investigations, 8969, pp. 1-20. |
16 | TM 5-855-1 (1986), Fundamentals of protective design for conventional weapons, U.S. Department of the Army, Vicksburg, Mississippi, pp. 16-19. |
17 | Veyera, G. E. (1985), Transient pore water pressure response and liquefaction in a saturated sand, Ph.D. Dissertation Colorado State University, Dept. of Civil Engineering, Ft. Collins, CO, USA, pp. 209-215. |
18 | Yang, Z. (1997), Finite element simulation of response of buried shelters to blast loading, Finite Elements in Analysis and Design, 24, pp. 113-132. DOI |