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A platform for research: civil engineering, architecture and urbanism
Sensitivity analysis of shear strength parameters (c,phi (variant)) and slope angle in slope stability analysis
Sensitivity analysis of shear strength parameters (c,phi (variant)) and slope angle in slope stability analysis
Sensitivity analysis of shear strength parameters (c,phi (variant)) and slope angle in slope stability analysis
Baek, Y. (author) / Bae, G. J. (author) / Kwon, O. I. (author) / Jang, S. H. (author) / Koo, H. B. (author) / Senneset, K. / Flaate, K. / Larsen, J. O.
11th, International conference and field trip on landslides; Landslides and avalanches: ICFL 2005 Norway ; 2005 ; Tromso, Norway
2005-01-01
6 pages
Includes bibliographical references and index.; ALSO HELD ON CD-ROM
Conference paper
English
Avalanches , Landslides , ICFL
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Slope Stability Analysis Based on Autocorrelated Shear Strength Parameters
| Online Contents | 2013
Slope Stability Analysis Based on Autocorrelated Shear Strength Parameters
| Online Contents | 2013
Slope Stability Analysis Based on Autocorrelated Shear Strength Parameters
| British Library Online Contents | 2014