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

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

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

Goncharov, B. V. / Galimnurova, O. V. / Gareeva, N. B.

Abstract 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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

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

Goncharov, B. V. / Galimnurova, O. V. / Gareeva, N. B.

Abstract 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.

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

Goncharov, B. V. / Galimnurova, O. V. / Gareeva, N. B.

Abstract 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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

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

Contributors:

Goncharov, B. V. (author) / Galimnurova, O. V. (author) / Gareeva, N. B. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 44

Publication date:

2007

ISSN:

DOI:

https://doi.org/10.1007/s11204-007-0003-4

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

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

Classification:

Local classification TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

Similar titles

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

Goncharov, B. V. / Galimnurova, O. V. / Gareeva, N. B. | British Library Online Contents | 2007

Experience gained with the installation of foundations on soils prone to slump-type settlement in tamped pits

Bozhko, A. G. / Dzhumaev, K. M. / Krutov, V. I. et al. | Online Contents | 1977

Foundations in trenches tamped into saturated clayey soils

Krutov, V. I. / Rabinovich, I. G. / Filatov, A. I. | Online Contents | 1980

Soil-cement, frequently tamped end-bearing piles under conditions of type II slump-prone soils

Baramishvili, Ya. P. / Ibragimov, M. N. | Online Contents | 1969

Proneness to slump-type settlement and slump-type settlements of clayey soils

Grigoryan, A. A. | Online Contents | 2010