TY - GEN
T1 - Calibration and verification of numerical model of ground improved by dynamic replacement
AU - Kwiecien, S.
PY - 2010
Y1 - 2010
N2 - Dimensioning of driven stone columns on the basis of the existing methods may raise certain doubts. It is due to underestimation of their load capacity and overestimation of their settlement. The alternative solution could be a computational numerical model of subsoil strengthened with the use of dynamic replacement method, which is presented in this paper.
AB - Dimensioning of driven stone columns on the basis of the existing methods may raise certain doubts. It is due to underestimation of their load capacity and overestimation of their settlement. The alternative solution could be a computational numerical model of subsoil strengthened with the use of dynamic replacement method, which is presented in this paper.
UR - https://www.scopus.com/pages/publications/84860233464
M3 - Conference contribution
AN - SCOPUS:84860233464
SN - 9780415592390
T3 - Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering
SP - 839
EP - 843
BT - Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering
T2 - 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010
Y2 - 2 June 2010 through 4 June 2010
ER -