The Mechanical Waves Effects Induced by the Underground Rock Blasting Technology on Adjacent Constructions

[1] Nateghi R., Kiany M.și Gholipouri O.(2009). Control negative effects of blasting waves on concrete of the structures by analyzing of parameters of ground vibration, vol. 24, pp. 608 - 616. Search in Google Scholar

[2] Bender L. W.,(1999). The Fundamentals of Blast Design. Search in Google Scholar

[3] „Chapter 19 - Blast Design,” U.S. Bureau of Reclamation, [Interactiv]. Available: http://www.usbr.gov/pmts/geology/geolman2/Chapter19.pdf. [Accesat 20 februarie 2014]. Search in Google Scholar

[4] Hilliard V., Fletcher L., (1999). Calculations & Terminology for Drill & Blast Operations, Sydney: Australian Drilling Industry Training Comittee. Search in Google Scholar

[5] Kolymbas D.,(2005), Tunelling and Tunnel Mechanics. A Rational Approach to Tunnelling, Innsbruck: Springer. Search in Google Scholar

[6] Structural Vibration. Part 3: Effect of vibration on structures, (1999) Berlin: DIN Deutsches Institut fur Normung. Search in Google Scholar

[7] Asociaţia de Standardizare din România, (2004) Eurocod - Bazele proiectării structurilor, Bucureşti: Asociaţia de Standardizare din România. Search in Google Scholar

[8] T. M. Information, (2004), GTS On-line Manual, MIDAS Information Technology Co. Ltd, [Interactiv]. Available: manual.midasuser.com/en_common/GTS/450/index.htm. [Accesat 15 aprilie 2014]. Search in Google Scholar