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A platform for research: civil engineering, architecture and urbanism
Determination of characteristics of the proneness of loess soils to slump-type settlement
Various approaches to assessment of the relative proneness of soil to Slump-type settlement is examined. In deformation calculations, it is proposed to use the structural strength of the wetted soil in lieu of the pressure initiating slump-type settlement. It is emphasized that the relative proneness of soil to slump-type settlement should be determined under conditions whereby it is wetted with water or solutions corresponding in terms of temperature and chemical composition to the liquid circulating in utilities laid for the entity.
Determination of characteristics of the proneness of loess soils to slump-type settlement
Various approaches to assessment of the relative proneness of soil to Slump-type settlement is examined. In deformation calculations, it is proposed to use the structural strength of the wetted soil in lieu of the pressure initiating slump-type settlement. It is emphasized that the relative proneness of soil to slump-type settlement should be determined under conditions whereby it is wetted with water or solutions corresponding in terms of temperature and chemical composition to the liquid circulating in utilities laid for the entity.
Determination of characteristics of the proneness of loess soils to slump-type settlement
Dzagov, A. M. (author)
2009
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Determination of characteristics of the proneness of loess soils to slump-type settlement
| British Library Online Contents | 2009
Determination of characteristics of the proneness of loess soils to slump-type settlement
| Online Contents | 2009
Characteristics of the proneness of soils to slump-type settlement
| British Library Online Contents | 2010
Characteristics of the proneness of soils to slump-type settlement
| Online Contents | 2010
Characteristics of the proneness of soils to slump-type settlement
| Online Contents | 2010