The article describes methods of slope stability analysis employed in the study of various types of slopes. After stating the problem in terms of the limit equilibrium of a soil mass which must satisfy all the equations of equilibrium, the author presents the principal methods of calculation employed in the cases of circular and noncircular failure.
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Shanghai Normal Univ, Foreign Languages Coll, Shanghai 200234, Peoples R ChinaShanghai Normal Univ, Foreign Languages Coll, Shanghai 200234, Peoples R China