A platform for research: civil engineering, architecture and urbanism
Use of seasonally frozen heaving soils as beds and backfill for underground structures
Characteristics of interaction between heaving soils beneath the bottom of a tank and in the backfill of the recesses and the structural components of an underground structure are examined. An algorithm is cited for calculation of frost-heaving forces of the soil on an underground structure.
Use of seasonally frozen heaving soils as beds and backfill for underground structures
Characteristics of interaction between heaving soils beneath the bottom of a tank and in the backfill of the recesses and the structural components of an underground structure are examined. An algorithm is cited for calculation of frost-heaving forces of the soil on an underground structure.
Use of seasonally frozen heaving soils as beds and backfill for underground structures
Abzhalimov, R. Sh. (author)
2013
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Use of seasonally frozen heaving soils as beds and backfill for underground structures
British Library Online Contents | 2013
|Use of seasonally frozen heaving soils as beds and backfill for underground structures
Online Contents | 2013
|Use of seasonally freezing heave-prone soils as beds for underground structures
British Library Online Contents | 2005
|Use of seasonally freezing heave-prone soils as beds for underground structures
Online Contents | 2005
|