A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces
作者： E. Spencer
DOI: 10.1680/GEOT.1968.18.3.384
关键词:
摘要: … (2) The values of F, and CI obtained in the first phase of the program were then used to compute the values of F which would satisfy equations (7) and (8) for arbitrarily chosen values of …
sci-hub.se 参考文章(5)
A. W. Bishop, Norbert Morgenstern, Stability Coefficients for Earth Slopes Géotechnique. ,vol. 10, pp. 129- 153 ,(1960) , 10.1680/GEOT.1960.10.4.129
Donald Wood Taylor, Fundamentals of soil mechanics ,(1948)
Alan W. Bishop, The use of the Slip Circle in the Stability Analysis of Slopes Geotechnique. ,vol. 5, pp. 7- 17 ,(1955) , 10.1680/GEOT.1955.5.1.7
A. W. Skempton, J. D. Brown, A Landslide in Boulder Clay at Selset, Yorkshire Géotechnique. ,vol. 11, pp. 280- 293 ,(1961) , 10.1680/GEOT.1961.11.4.280
N. R. Morgenstern, V. E. Price, The analysis of the stability of general slip surfaces Geotechnique. ,vol. 15, pp. 79- 93 ,(1965) , 10.1680/GEOT.1965.15.1.79