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Compression Curves’ Extrapolation to High Pressures for Soft Clay Soils
https://orcid.org/http://orcid.org/0000-0003-2372-2033
https://orcid.org/http://orcid.org/0000-0003-1915-0028
https://orcid.org/http://orcid.org/0000-0002-3399-6575
One of the features of modern construction is the increase of loads on foundations and basements of buildings. Therefore, high-pressure soil compressibility has become a topical issue. However in production conditions tests have been performed at pressure no more than 0.4 … 05 MPa. The article deals with compression curves extrapolation to high pressures for different genetic types of clay soils. The dependence of coefficient of compression Bk and pressure of void ratio at plasticity limit (pp) on the soil condition was analyzed. Two segments are displayed on compression curve: initial segment and the main segment.
Compression Curves’ Extrapolation to High Pressures for Soft Clay Soils
https://orcid.org/http://orcid.org/0000-0003-2372-2033
https://orcid.org/http://orcid.org/0000-0003-1915-0028
https://orcid.org/http://orcid.org/0000-0002-3399-6575
One of the features of modern construction is the increase of loads on foundations and basements of buildings. Therefore, high-pressure soil compressibility has become a topical issue. However in production conditions tests have been performed at pressure no more than 0.4 … 05 MPa. The article deals with compression curves extrapolation to high pressures for different genetic types of clay soils. The dependence of coefficient of compression Bk and pressure of void ratio at plasticity limit (pp) on the soil condition was analyzed. Two segments are displayed on compression curve: initial segment and the main segment.
Compression Curves’ Extrapolation to High Pressures for Soft Clay Soils
https://orcid.org/http://orcid.org/0000-0003-2372-2033
https://orcid.org/http://orcid.org/0000-0003-1915-0028
https://orcid.org/http://orcid.org/0000-0002-3399-6575
One of the features of modern construction is the increase of loads on foundations and basements of buildings. Therefore, high-pressure soil compressibility has become a topical issue. However in production conditions tests have been performed at pressure no more than 0.4 … 05 MPa. The article deals with compression curves extrapolation to high pressures for different genetic types of clay soils. The dependence of coefficient of compression Bk and pressure of void ratio at plasticity limit (pp) on the soil condition was analyzed. Two segments are displayed on compression curve: initial segment and the main segment.
Compression Curves’ Extrapolation to High Pressures for Soft Clay Soils
Lecture Notes in Civil Engineering
Petriaev, Andrei (editor) / Konon, Anastasia (editor) / Klemyatsionok, Peter (author) / Kolmogorova, Svetlana (author) / Kolmogorov, Sergey (author)
2020-01-03
6 pages
Article/Chapter (Book)
Electronic Resource
English
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