ПАРАМЕТРИЧЕСКИЙ АНАЛИЗ УСТОЙЧИВОСТИ ОПОЛЗНЯ Parameter Susceptibility Analysis of the Shimen Landslide, Liaoning Province, China
Аннотация
Для параметрической оценки устойчивости использовался грунт оползня Шимен (Shimen) в провинции Ляонинг, Китай. С помощью программного комплекса GEOSLOPE проведена оценка влияния различных параметров на устойчивость склона методом однофакторного анализа. Показано, что наибольшее влияние на коэффициент устойчивости склона оказывают углы внутреннего трения грунта и скальной породы. Далее, в порядке убывания значимости, следуют уровень подземных вод, связность (сцепление), плотность. Результаты могут быть использованы в дальнейших исследованиях и для контроля оползневой устойчивости.
Полный текст статьи опубликован в английской версии журнала
"Soil Mechanics and Foundation Engineering".
Литература
D. Petley, "Global patterns of loss of life from landslides," Geology, 40(10), 927-930 (2012).
Ministry of Land and Resources of the People's Republic of China, National Land & Resources Information [in Chinese], china (2015).
Q. M. Xie, B. Y. Ding, D. H. Wu, and T. Zhao, "Study on case-based decision support system for selection of slope treatment schemes," Rock & Soil Mechanics, 29(5), 1351-1350 (2008).
R. Fang, “Study on evaluation system for project efficiency of highway slope treatment project,” doctoral dissertation, China Academy of Railway Sciences, Beijing (2009).
R. Fell, K. K. S. Ho, S. Lacasse, and E. Leroi, "A framework for landslide risk assessment and management," International Conference on Landslide Risk Management, 13, 599-600 (2005).
X. Tan, J. Wang, X. Liu, D. Liu, and D. X. WU, "Finite element reliability computation and sensitivity analysis of slope stability," Chinese Journal of Rock Mechanics & Engineering, 26(1), 115-122 (2007).
A. I. Sheko, "Theoretical principles of regional temporal prediction of landslide activation," Bulletin of Engineering Geology and the Environment, 16(1), 67-69 (1977).
A. Carrara, "Multivariate models for landslide hazard evaluation," Mathematical Geosciences, 15(3), 403-426 (1983).
E. E. Brabb, "Innovative approaches to landslide hazard mapping," 1, 307-324 (1984).
E. W. Brand, "Special lecture: Landslide risk assessment in Hong Kong," Proc, International Symposium on Landslides, HongKong (1988).
J. G. Maund and M. Eddleston, "Geohazards in engineering geology," Geological Society Engineering Geology Special Publication, 15, 352-353 (1998).
E. E. Brabb and E. H. Pampeyan, "Preliminary map of landslide deposits in San Mateo County, California," Miscellaneous Field Studies Map (1972).
E. E. Brabb, E. H. Pampeyan, and M. G. Bonilla, "Landslide susceptibility in San Mateo County, California," Miscellaneous Field Studies Map (1972).
Tor H. Nilsen and E. E. Brabb, "18 Slope-stability studies in the San Francisco Bay region, California," Reviews in Engineering Geology, 233-244 (1977).
T. Kako, "The Second Japan-China Joint Seminar on Numerical Mathematics (Conference Reports)," 応用数理, 5 (1995).
P. Aleotti, P. Baldelli, G. Polloni, M. Govi, and B. Villani, "Hydrogeological risk assessment of the Po river basin (Italy)," Landslides in research, theory and practice, Thomas Telford, London, 13-18 (2000).
S. R. Wu, J. S. Shi, and T. Wang, "Sudden geohazard prediction and evaluation: an overview," Geological Bulletin of China, 27(11), 1753-1763 (2008).
D. S. Pan, "Study on the genetic mechanism and stability of rock slope landslide," Modern Mining [in Chinese], 28(7), 123-125 (2012).
P. Chen, "Study on the stability and its influence factors for highway bedding rock slopes," doctoral dissertation, Zhejiang University, Hangzhou (2012).
Y. Q. Liu, H. B. Li, X. Xia, B. Liu, and Q. T. Pei, "Failure mechanism of an idealized layered rock slope subjected to seismic loads," Applied Mechanics & Materials, 574, 89-95 (2014).
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