The article considers the methods for predicting the technological settlements of buildings in the zone of influence of the construction of deep pit fences in the form of a cut-off wall of the trench type, borehole and bored-secant piles, jacked and vibro-driven sheet piles. The results of studies that allow predicting certain types of technological settlements in various engineering and geological conditions, including soil bases composed of water-saturated weak clay soils and loose sands, are presented.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, January-February, 2023.
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Mangushev, R.A., Nikiforova, N.S. Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences. Soil Mech Found Eng 60, 15–21 (2023). https://doi.org/10.1007/s11204-023-09858-3