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A platform for research: civil engineering, architecture and urbanism
Displacements of an enclosing wall during trench excavation
Abstract The problem of the development of a stress-strain state of a bounded soil mass undergoing trench excavation, one of the edges of which supports a rigid enclosing wall, is addressed. An effective iteration algorithm is developed for the numerical solution of the problem of the wall's displacement and stress variation in the soil with deepening of the trench. It is demonstrated that there is a critical depth of excavation, which when exceeded, equilibrium of the wall is impossible, and the edge of the trench supported by the wall collapses together with the latter.
Displacements of an enclosing wall during trench excavation
Abstract The problem of the development of a stress-strain state of a bounded soil mass undergoing trench excavation, one of the edges of which supports a rigid enclosing wall, is addressed. An effective iteration algorithm is developed for the numerical solution of the problem of the wall's displacement and stress variation in the soil with deepening of the trench. It is demonstrated that there is a critical depth of excavation, which when exceeded, equilibrium of the wall is impossible, and the edge of the trench supported by the wall collapses together with the latter.
Displacements of an enclosing wall during trench excavation
Didukh, B. I. (author) / Ioselevich, V. A. (author)
1996
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Displacements of an Enclosing Wall During Trench Excavation
| British Library Online Contents | 1996
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