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Long-term deformations of an industrial building on loess soils prone to slump-type settlement

Kushner, S. G.

Alternate schemes are examined for the restoration of a multistory frame building formed from monolithic reinforced-concrete with stiff reinforcement by lowering the water table, strengthening the bed with micropiles, and reinforcing the structure on the basis of analysis of the “building-foundation-bed” system.

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Long-term deformations of an industrial building on loess soils prone to slump-type settlement

Kushner, S. G.

Alternate schemes are examined for the restoration of a multistory frame building formed from monolithic reinforced-concrete with stiff reinforcement by lowering the water table, strengthening the bed with micropiles, and reinforcing the structure on the basis of analysis of the “building-foundation-bed” system.

Long-term deformations of an industrial building on loess soils prone to slump-type settlement

Kushner, S. G.

Alternate schemes are examined for the restoration of a multistory frame building formed from monolithic reinforced-concrete with stiff reinforcement by lowering the water table, strengthening the bed with micropiles, and reinforcing the structure on the basis of analysis of the “building-foundation-bed” system.

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Check availability in my library

Order at Subito €

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Title:

Long-term deformations of an industrial building on loess soils prone to slump-type settlement

Contributors:

Kushner, S. G. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 45

Publication date:

2008

ISSN:

DOI:

https://doi.org/10.1007/s11204-008-9025-9

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Geologic Section , Water Table , Loess Soil , Industrial Building , Pore Pressure

Classification:

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

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