A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Use of seasonally freezing heave-prone soils as beds for underground structures
Abstract Results are cited for field investigations of the deformation of underground tunnels constructed in vigorously heaving soils in Omsk. A design scheme is proposed for tunnels subject to nonuniform frost heaving over the length of their foundation beds. The feasibility and economy of using backfill as foundation beds during installation of underground structures are demonstrated.
Use of seasonally freezing heave-prone soils as beds for underground structures
Abstract Results are cited for field investigations of the deformation of underground tunnels constructed in vigorously heaving soils in Omsk. A design scheme is proposed for tunnels subject to nonuniform frost heaving over the length of their foundation beds. The feasibility and economy of using backfill as foundation beds during installation of underground structures are demonstrated.
Use of seasonally freezing heave-prone soils as beds for underground structures
Abzhalimov, R. Sh. (author) / Lyubchich, I. N. (author)
2005
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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