The Impact of Back-Break on Sequential Blast Performance: Consequences of Non-Optimal Design


Özyurt M. C.

Biltek Congress - XIV, Bangkok, Tayland, 18 - 21 Şubat 2026, ss.82-97, (Tam Metin Bildiri)

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Basıldığı Şehir: Bangkok
  • Basıldığı Ülke: Tayland
  • Sayfa Sayıları: ss.82-97
  • İstanbul Üniversitesi-Cerrahpaşa Adresli: Evet

Özet

Rock fragmentation by blasting is a critical process in the production of aggregate, which is the primary raw material for the construction and infrastructure sectors. The efficiency and control of blasting performance are of great importance in terms of resource use sustainability, cost-effectiveness, and environmental impacts. In this context, the optimization of blasting design plays a vital role in the sustainable development of the sector.

This study examines the performance and results of two consecutive blasting operations carried out in a medium-strength rock environment, classified according to uniaxial compressive strength. In the first blasting application, due to the insufficient inter-row delay time for the rock mass to complete its movement towards the free face, the rear row holes were initiated before the mass in the front row had adequately displaced. This situation caused a significant portion of the explosive energy to be expended on the formation of back-break. Consequently, this prevented the fragmented rocks from detaching from the main mass and being displaced, leading to failure in achieving the desired material distribution.

In the second blasting, carried out on the rock mass weakened by the aforementioned initial blasting, both the fragmentation energy efficiency decreased and a homogeneous muck pile could not be obtained. Within the scope of the study, the hole design and charging parameters applied in the field were recorded. Additionally, the in-situ block size distribution on the bench face before blasting and the muck pile fragment size distribution after blasting were determined using digital image processing methods, and the rock size reduction ratio was calculated. Furthermore, the back-break distance resulting from the first blasting was measured.

The findings reveal that, especially in medium-strength rock conditions, the problem of back-break and lack of displacement caused by incorrect planning of the inter-row delay time not only reduces the efficiency of the relevant blasting but also seriously and negatively affects subsequent production blasts and the continuity of the overall production cycle.