Shell foundations on tamped soil beds

被引：0

作者：

Goncharov B.V. ^{[1
]}

Rybakov A.V. ^{[1
]}

机构：

[1] Ufa State Petroleum and Technical University,

来源：

Soil Mechanics and Foundation Engineering | 2001年 / 38卷 / 5期

关键词：

shell foundations; conical die;

D O I：

10.1023/A:1013735729602

中图分类号：

学科分类号：

摘要：

A method is proposed for the installation of a shell foundation on a bed formed from a compacted soil "pillar," which repeats the internal shape of the shell, and which can be formed by a special conical die. Results are cited for full-scale tests under field conditions, and an approximate method is proposed for estimation of the bearing capacity of the soil bed from static-probe data.

引用

页码：167 / 171

页数：4

共 6 条

[1] Tetior A.N., Litvinenko A.G., Shell Foundations, (1975)
[2] Tetior A.N., Shell foundations for industrial buildings, Prom. Stroit, 12, pp. 11-12, (1965)
[3] Krutov V.I., Bagdasarov Yu.A., Rabinovich I.G., Foundations in Tamped Trenches, (1985)
[4] Rybakov A.V., Goncharov B.V., Kogan V.L., Kogan V.V., A method for the installation of shell foundations, Russian Federation Patent No. 2101420, PART 2, (1998)
[5] Guidelines for the Design and Installation of Foundations in Tamped Trenches, (1981)
[6] Trofimenkov Yu.G., Vorobkov L.N., Field Methods Used to Investigate Construction Properties of Soils, (1981)

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