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The stability method was investigated to evaluate the stability of slopes reinforced with stabilizing piles that have become widely used as a reinforcement measure for a diverse range of slopes.
Much research had been done on foundations, earth pressure, and stability of slopes, but Terzaghi set out to organize the results and, through research, to provide unifying concepts.
The stability of slopes is graded such that 1.0 indicates forces exactly balanced, 2.0 signifies that the forces of stability are twice as great as those tending toward movement, etc.
In general, water content has been reported to influence the stability of slopes [20].
Antecedent rainfall is the other importance characteristic which can affect the stability of slopes.
This has made the study of the stability of slopes subjected to earthquakes more important.
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Attempts are made to establish the correlation between microseismic event, strength deterioration and slope dynamic instability, so as to quantitatively evaluate the dynamic stability of slope.
At open pit coal mines, a large amount of coal is left around the end-walls due to the stability of slope, mining boundary, and so on.
To analyze the stability of sloping embankments, the geotemperature, principal strain, deformation and safety factor in four typical seasons are simulated during operations.
The reason of non-convergence with finite element method (FEM) in calculating the stability of slope is also numerically analyzed, in which a new method considering the slip surface associated with the boundary condition is proposed.
Based on three-dimension nonlinear finite elements, deformation reinforcement theory was adopted, in which plastic complementary is used to measure the global stability of slope, and unbalanced forces is utilized to identify the damage region.
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