TY - GEN
T1 - FEM analysis of road embankment on consolidating subsoil influenced by mining deformation
AU - Sternik, K.
PY - 2005
Y1 - 2005
N2 - During construction of motorway's embankment geodetic monitoring was performed to investigate subsidence of embankment's ground as well as mining deformations occurring in surrounding area. Back analysis of these measurements, making use of finite element method, allowed for determination of ground's parameters and evaluation of time of settlement termination. The time of ground's consolidation determines the starting moment of pavement's construction.
AB - During construction of motorway's embankment geodetic monitoring was performed to investigate subsidence of embankment's ground as well as mining deformations occurring in surrounding area. Back analysis of these measurements, making use of finite element method, allowed for determination of ground's parameters and evaluation of time of settlement termination. The time of ground's consolidation determines the starting moment of pavement's construction.
UR - https://www.scopus.com/pages/publications/84868530336
M3 - Conference contribution
AN - SCOPUS:84868530336
SN - 9059660285
SN - 9789059660281
T3 - Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment
SP - 1925
EP - 1928
BT - Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
T2 - 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005
Y2 - 12 September 2005 through 16 September 2005
ER -