Mangushev R. A.

Comparison of the results of numerical calculations using modern soil models (Hardening Soil, Hardening Soil Small and Generalized Hardening Soil) with the geotechnical monitoring results

The use of modern soil models is impossible without carrying out a full range of laboratory tests required to determine the initial soil parameters and their further verification.
UDC: 624.131.7
DOI: 10.23968/1999-5571-2021-18-2-85-93

Design of the vibro-formed piles in the conditions of weak water-saturated loess soil

The paper deals with the design of cast-in-situ piles in the conditions of weak soils.
UDC: 624.131.21

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