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Experience with the compaction of soils prone to slump-type settlement by the hydraulic-blasting method in complex terrain

  • Construction On Soils Prone To Slump-Type Settlement
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Soil Mechanics and Foundation Engineering Aims and scope

Conclusion

1. Experimental investigations and production practice have confirmed the expediency of the accelerated hydraulic-blasting method in complex rolling terrain.

2. Under these conditions, it is necessary to wet the soil with a strictly calculated amount of water by feeding it directly into each hole through a temporary water-dispensing system.

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Literature cited

  1. Recommendations for the Compaction of Soils Prone to Slump-type Settlement in Thick Strata by the Hydraulic-Blasting Method, Scientific-Research Institute of Structural Parts, State Committee of the USSR Council of Ministers for Construction Affairs [in Russian], Stroiizdat, Moscow (1984).

  2. A. R. Ruziev, Some Laws Governing The Compaction of Loess Soils Prone to Slump-type Settlement by the Hydraulic-Blasting Method (in assistance to the lecturer) [in Russian], Obshch. “Znanie” Tadzhik SSR, Dushanbe (1988).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 13–14, January–February, 1991.

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Ruziev, A.R., Usmanov, R.A. Experience with the compaction of soils prone to slump-type settlement by the hydraulic-blasting method in complex terrain. Soil Mech Found Eng 28, 24–27 (1991). https://doi.org/10.1007/BF02304639

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  • DOI: https://doi.org/10.1007/BF02304639

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