Effectiveness of foundations in pits tamped into clayey soils not prone to slump-type settlement

被引：0

作者：

Goncharov B.V. ^{[1
]}

Galimnurova O.V. ^{[1
]}

Gareeva N.B. ^{[1
]}

机构：

[1] Ufa State Petroleum and Technical University,

来源：

Soil Mechanics and Foundation Engineering | 2007年 / 44卷 / 1期

关键词：

Bearing Capacity; Clayey Soil; Foundation Settlement; Design Load; Crushed Stone;

D O I：

10.1007/s11204-007-0003-4

中图分类号：

学科分类号：

摘要：

Results are presented for experimental studies of comparative evaluation of the bearing capacity of the soil bed for foundations installed in tamped pits, and on the natural bed. Results are cited for investigation of the performance of three types of foundations at a site where clayey soils not prone to slump-type settlement are in occurrence: On the natural bed, in a tamped pit, and in a tamped pit with a broadened base. It is demonstrated that use of tamped pits appreciably increases the bearing capacity of the bed. © Springer Science+Business Media, Inc. 2007.

引用

页码：15 / 17

页数：2

共 5 条

[1]

Krutov V.I., Bagdasarov Yu.V., Rabinovich I.G., Foundations in Tamped Pits, (1985)

[2]

Bozhko A.G., Dzhumaev K.M., Krutov V.I., Experience with foundation installation in tamped pits on soils prone to slump-type settlement, Osn., Fundam. Mekh. Gruntov, 1, (1977)

[3]

Bagdasarov Yu.A., Kudryavtsev A.N., Shestiev A.D., Installation of foundations in pits tamped into clayey saturated soils of the Vladimir Oblast, The Zonal Scientific-Technical Conference, pp. 22-23, (1986)

[4]

Design Guidelines for Foundations in Tamped Pits, (1981)

[5]

Building Code 50-101-2004, Code of Rules for Design and Construction. Design and Installation of Beds and Foundations for Buildings and Structures, (2005)

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