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Deformations of buildings on loess soils

Kushner, S. G.

Abstract The writer describes the deformations of a building in connection with its upward (convex) bend and determines their causes. From data from observations on opening of cracks, the process of occurrence of settlement of the base with time is reproduced, and its attenuation is established. The differences in the settlements of adjacent blocks of the deformed building are determined. From the maximum linear settlement the writer establishes mean values of the modulus of deformation which confirm low quality of soil compaction in the base. Some practical recommendations are given.

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Deformations of buildings on loess soils

Kushner, S. G.

Abstract The writer describes the deformations of a building in connection with its upward (convex) bend and determines their causes. From data from observations on opening of cracks, the process of occurrence of settlement of the base with time is reproduced, and its attenuation is established. The differences in the settlements of adjacent blocks of the deformed building are determined. From the maximum linear settlement the writer establishes mean values of the modulus of deformation which confirm low quality of soil compaction in the base. Some practical recommendations are given.

Deformations of buildings on loess soils

Kushner, S. G.

Abstract The writer describes the deformations of a building in connection with its upward (convex) bend and determines their causes. From data from observations on opening of cracks, the process of occurrence of settlement of the base with time is reproduced, and its attenuation is established. The differences in the settlements of adjacent blocks of the deformed building are determined. From the maximum linear settlement the writer establishes mean values of the modulus of deformation which confirm low quality of soil compaction in the base. Some practical recommendations are given.

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Title:

Deformations of buildings on loess soils

Contributors:

Kushner, S. G. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 29

Publication date:

1992

ISSN:

DOI:

https://doi.org/10.1007/BF02098839

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Civil Engineer , Compaction , Hydraulic Engineer , Structural Foundation , Attenuation

Classification:

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

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