Experience with Stabilization of Loess Soils Prone to Slump-Type Settlement in Volgodonsk: Fid-Bau Portal

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Experience with Stabilization of Loess Soils Prone to Slump-Type Settlement in Volgodonsk

Ibragimov, M. N.

Abstract Causes of catastrophic slump-type settlement of loess soils during construction of Volgodonsk and the Atommash Plant are cited. Experience gained with stabilization of settlements by different means without curtailing the occupancy and service of the buildings and structures and relocation of tenants is described. Negative experience with the “geomass” method for improving the properties of soils prone to slump-type settlement on projects in Volgodonsk is examined.

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Experience with Stabilization of Loess Soils Prone to Slump-Type Settlement in Volgodonsk

Ibragimov, M. N.

Abstract Causes of catastrophic slump-type settlement of loess soils during construction of Volgodonsk and the Atommash Plant are cited. Experience gained with stabilization of settlements by different means without curtailing the occupancy and service of the buildings and structures and relocation of tenants is described. Negative experience with the “geomass” method for improving the properties of soils prone to slump-type settlement on projects in Volgodonsk is examined.

Experience with Stabilization of Loess Soils Prone to Slump-Type Settlement in Volgodonsk

Ibragimov, M. N.

Abstract Causes of catastrophic slump-type settlement of loess soils during construction of Volgodonsk and the Atommash Plant are cited. Experience gained with stabilization of settlements by different means without curtailing the occupancy and service of the buildings and structures and relocation of tenants is described. Negative experience with the “geomass” method for improving the properties of soils prone to slump-type settlement on projects in Volgodonsk is examined.

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Title:

Experience with Stabilization of Loess Soils Prone to Slump-Type Settlement in Volgodonsk

Contributors:

Ibragimov, M. N. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 42

Publication date:

2005

ISSN:

DOI:

https://doi.org/10.1007/s11204-006-0012-8

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Civil Engineer , Loess Soil , Hydraulic Engineer , Structural Foundation , Negative Experience

Classification:

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

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