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EQUIPMENT AND MATERIALS
Название Composition of cement grouting of mine shafts in permafrost zone
DOI 10.17580/gzh.2016.01.17
Автор Matveeva O. I., Sokolova Yu. E., Fedorova G. D., Zyryanov I. V.
Информация об авторе

YakutPNIIS, Yakutsk, Russia:

O. I. Matveeva, General Director, Candidate of Engineering Sciences
E. Yu. Sokolova, Junior Researcher, Yapniis@ysn.ru


Ammosov North-Eastern Federal University, Yakutsk, Russia:
G. D. Fedorova, Assistant Professor, Candidate of Engineering Sciences

 

Yakutniproalmaz Research and Development Institute, ALROSA, Mirny, Russia:
I. V. Zyryanov, Deputy Director for Science, Doctor of Engineering Sciences

Реферат

Operating conditions of shaft lining in underground mines of ALROSA (Mir, Aikhal, Udachny) feature highly salt underground water and adjacent rock temperature from –8 to +5 °С. Underground water differs in chemistry and rate of attack on concrete. The highest salinity of underground water up to 400 g/l is recorded in Udachny Mine. Due to complicated hydrogeological conditions, construction of vertical ventilation shaft in Udachny Mine involved installation of tubing string and grouting of gap between the string and the shaft. This article describes the procedure of selection of optimized cement grouting composition and its full-scale testing. Based on the data of experimental research and full-scale testing, the authors have developed recommendations on composition of cement grout, injection pattern and modes of cement grouting of gap between the shaft and tubing under specific conditions of permafrost and highly saline confined groundwater. The characteristics of cement grouts are given: water/cement ratio, proportion of admixes, material consumption, density, spreadability, water gain, time of setting, hardening and development of strength. For the specific conditions of Udachny Mine, it is substantiated and recommended to use grout made of sulfate-resisting Portland cement with low water/cement ratio of 0.39 with plasticizing compound admix KhK (3%) + PFM-NLK (0.7%).

Ключевые слова Permafrost zone, mine shaft, tubing and shaft gap grouting, water and cement mix, plasticizing admixes, high pressure injection, water gain, spreadability, setting, development of strength
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