Abstract
The article identifies the features of the use of composite reinforcement in the pile and strip foundation of a two-story house. When designing the foundations, the complex geological conditions of the construction site were taken into account: a high level of groundwater, their aggressiveness with respect to metal reinforcement (seasonal fluctuation of water supply and water treatment at the time of engineering and geological surveys at a level of 2.8 m); the possibility of landslide processes on the slopes; insufficient knowledge and anisotropy of the properties of the bulk layer, significant thickness of the bulk layer, excluding its removal and replacement. An analytical calculation and a numerical experiment were carried out, the following features of the use of composite reinforcement were established:
 more effective in strip foundations is fiberglass reinforcement, resistant to aggressive influences; ASK is advisable to use only in lightly loaded pile-tape foundations, or with a small pitch of piles due to low rigidity characteristics of ASK. With a significant load on the structures, it is recommended to use combined reinforcement: in areas of pure compression and tension using ASK, and in bending zones - metal reinforcement.
Highlights
The article identifies the features of the use of composite reinforcement in the pile and strip foundation of a two-story house
The complex geological conditions of the construction site were taken into account: a high level of groundwater, their aggressiveness with respect to metal reinforcement; the possibility of landslide processes on the slopes; insufficient knowledge and anisotropy of the properties of the bulk layer, significant thickness of the bulk layer, excluding its removal and replacement
Subbotin A.I. Estimating efficiency of composite reinforcement applications in foundations of low-rise buildings / A.I. Subbotin, M.N. Shutova & A.I. Shagina // Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations
Summary
В статье определены особенности применения композитного армирования в свайно-ленточном фундаменте двухэтажного дома. При проектировании фундаментов были учтены сложные геологические условия площадки строительства: высокий уровень грунтовых вод, их агрессивность по отношению к металлической арматуре (сезонное колебание УГВ, УГВ на момент проведения инженерно-геологических изысканий на уровне 2,8 м); возможность проявления оползневых процессов на склонах; недостаточная изученность и анизотропность свойств насыпного слоя, значительная мощность насыпного слоя, исключающая его вывоз и замену.
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