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2020•Bulletin of Science and Research Center of ConstructionOpen access

A research into interaction between heaving soil and pile foundation

Oleg A. Shulyatyev

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Abstract

The article analyzes the results of long-term studies of the processes of freezing and soil heaving, as well as the movement of single piles of various lengths from 6 to 12 m and various structures of raft located in the freezing zone. The processes of freezing and changes in the stress - strain state under the raft are considered. Recommendations are given for the calculation and design of pile foundations in heaving soils.

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What this paper is about

The article analyzes the results of long-term studies of the processes of freezing and soil heaving, as well as the movement of single piles of various lengths from 6 to 12 m and various structures of raft located in the freezing zone. The processes of freezing and changes in the stress - strain state under the raft are considered. Recommendations are given for the calculation and design of pile foundations in heaving soils.

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Available abstract

The article analyzes the results of long-term studies of the processes of freezing and soil heaving, as well as the movement of single piles of various lengths from 6 to 12 m and various structures of raft located in the freezing zone. The processes of freezing and changes in the stress - strain state under the raft are considered. Recommendations are given for the calculation and design of pile foundations in heaving soils.

Key concepts: Pile, Foundation (evidence), Geotechnical engineering, Raft, Frost heaving, Geology, Engineering, Environmental science

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