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- W2357704729 abstract "In the slope stability analysis,the position of critical slip surface was determined by many factors.The influence of cohesion,internal friction angle,unit weight,slope height and horizontal seismic coefficient on the position of critical slip surface in homogeneous soil slopes with different slope ratios was discussed using the theory of critical slip field.The results show that,with other parameters invariant,the position of slip surface is deeper with the increase of cohesion and the decrease of internal friction angle,shallower with the increase of slope height,almost unchanged with the different unit weight,and deeper on top of slope but shallower on toe of slope with the increase of horizontal seismic coefficient." @default.
- W2357704729 created "2016-06-24" @default.
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- W2357704729 date "2010-01-01" @default.
- W2357704729 modified "2023-09-24" @default.
- W2357704729 title "Qualitative Analysis of Influence of Physical and Mechanical Indexes on Critical Slip Surface of Homogeneous Soil Slope" @default.
- W2357704729 hasPublicationYear "2010" @default.
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