Abstract
Results are presented for experimental studies conducted on models and full-scale foundations to evaluate the influence exerted by the operation of hydraulic hammers on foundation stability during the compaction of soil. Recommendations are given for safe distances to foundation walls when soil is compacted in the foundation channels with allowance for the impact energy of the hydraulic hammer.
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References
L. R. Stavnitser, Bed Deformations of Structures under Impact Loads [in Russian], Stroiizdat, Moscow (1969).
V. I. Krutov and R. P. Éiduk, Backfill Placement [in Russian], Stroiizdat, Moscow (1981).
Guidelines for Backfill Placement in Trenches with Preparation of Beds beneath Production Equipment and Floors on Soils Prone to Slump-Type Settlement [in Russian], Stroiizdat, Moscow.
Construction Regulations 536-81, Instructions for Backfill Placement in Cumbersome Areas [in Russian], ONTP Central Scientific-Research Institute, Moscow (1981).
N. K. Snitko, Static and Dynamic Soil Pressures and Design of Retaining Walls [in Russian], Stroiizdat, Leningrad (1970).
Recommendations for Backfill Placement in the Channels of Foundations of Buildings and Structures Using Suspended Hydraulic Hammers [in Russian], Scientific-Research Institute of Industrial Construction, Ufa (1988).
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 16–20, September–October, 1997.
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Vasil'ev, E.V., Goncharov, B.V. Safe distance to foundations when compacting soil in the channels by hydraulic hammers. Soil Mech Found Eng 34, 157–162 (1997). https://doi.org/10.1007/BF02465952
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DOI: https://doi.org/10.1007/BF02465952