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A platform for research: civil engineering, architecture and urbanism
Experimental investigations of blast-induced consolidation of loess soils
Abstract A method of consolidating loess soils by the detonation of horizontal explosive charges situated in two tiers at a distance of 3–4 m with respect to depth is proposed. Test results for a different alternation of the detonation of horizontal charges in the upper and lower tiers are cited. The saving generated by the method adopted is indicated.
Experimental investigations of blast-induced consolidation of loess soils
Abstract A method of consolidating loess soils by the detonation of horizontal explosive charges situated in two tiers at a distance of 3–4 m with respect to depth is proposed. Test results for a different alternation of the detonation of horizontal charges in the upper and lower tiers are cited. The saving generated by the method adopted is indicated.
Experimental investigations of blast-induced consolidation of loess soils
Abelev, M. Yu. (author) / Tsoi, A. V. (author) / Myktybaev, T. D. (author)
1994
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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