Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume7/issue1/7_1_27.pdf
Issue 7 (1) 2008 pp. 27–37
Ryszard Kaczyński, Anna Bąkowska, Kamil Kiełbasiński
SLOPE STABILITY ANALYSIS OF ST. KATARZYNA CHURCH AREA IN WARSAW, INCLUDING DYNAMIS LOADING
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).
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume7/issue1/7_1_27.pdf
For citation:
EndNote
BibTeX
RefMan
| MLA | Kaczyński, Ryszard, et al. "SLOPE STABILITY ANALYSIS OF ST. KATARZYNA CHURCH AREA IN WARSAW, INCLUDING DYNAMIS LOADING." Acta Sci.Pol. Architectura 7.1 (2008): 27–37. |
| APA | Kaczyński, R. et al. (2008). SLOPE STABILITY ANALYSIS OF ST. KATARZYNA CHURCH AREA IN WARSAW, INCLUDING DYNAMIS LOADING. Acta Sci.Pol. Architectura, 7 (1), 27–37 |
| ISO 690 | Kaczyński, Ryszard, Bąkowska, Anna, Kiełbasiński, Kamil. SLOPE STABILITY ANALYSIS OF ST. KATARZYNA CHURCH AREA IN WARSAW, INCLUDING DYNAMIS LOADING. Acta Sci.Pol. Architectura, 2008, 7.1: 27–37. |
Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom7/zeszyt1/abstrakt-27.html
http://www.architectura.actapol.net/tom7/zeszyt1/abstrakt-27.html