Figure
Title
Page
CHAPTER 7
1
Method of Slices - Simplified Bishop Method (Circular
Slip Surface).................................................7.1-315
2
Stability Analysis for Slopes in Cohesive Soils, Undrained
Conditions, i.e., Assumed [phi] = 0...........................7.1-319
3
Center of Critical Circle, Slope in Cohesive Soil...............7.1-320
4
Influence of Surcharge, Submergence, and Tension Cracks on
Stability.....................................................7.1-321
5
Design of Berms for Embankments on Soft Clays...................7.1-322
6
Stability Analysis of Translational Failure.....................7.1-323
7
Example of Stability Analysis of Translational Failure..........7.1-325
8
Stability of Rock Slope.........................................7.1-328
9
Earthquake Loading on Slopes....................................7.1-330
Correction Factors R+E, and R+F, to Account for Progressive
10
Failure in Embankments on Soft Clay Foundations...............7.1-332
11
Influence of Stabilizing Pile on Safety Factor..................7.1-339
12
Pile Stabilized Slope...........................................7.1-341
13
Example Calculation - Pile Stabilized Slopes....................7.1-342
Change 1, September 1986
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