Title
SLOPE STABILITY ANALYSIS OF ST. KATARZYNA CHURCH AREA IN WARSAW, INCLUDING DYNAMIS LOADING
Autor
Ryszard Kaczyński, Anna Bąkowska, Kamil Kiełbasiński
Keywords
slope stability, limit equilibrium methods, Fellenius method, Bishop's method, Janbu's method, c-cp reduction method, dynamic loading
Abstract
Stability of tills slope in St. Katarzyna Church area was analyzed in the paper. Factors of safety from limit equilibrium methods and from c-cp reduction method were compared. Slope/W software was used to calculate factors of safety from basic limit equilibrium methods: Fellenius (or Ordinary) method, Bishop's method and Janbu's method. Plaxis software was used to calculate the factor of safety from c-cp reduction method. Slope stability analysis was done for static conditions, as well as for dynamic conditions (dynamic loading due to traffic).
Pages
27-37
Cite
Kaczyński, R., Bąkowska, A., Kiełbasiński, K. (2008). SLOPE STABILITY ANALYSIS OF ST. KATARZYNA CHURCH AREA IN WARSAW, INCLUDING DYNAMIS LOADING. Acta Sci. Pol. Architectura, 7(1), 27-37.
Full text
