Figure
Title
Page
CHAPTER 5 (continued)
5
Example of Immediate Settlement Computations in Clay............7.1-218
6
Instantaneous Settlement of Isolated Footings on
Coarse-Grained Soils..........................................7.1-219
7
Settlement of Footings Over Granular Soils: Example
Computation Using Schmertmann's Method........................7.1-220
8
Relation Between Settlement Ratio and Overconsolidation Ratio...7.1-225
9
Time Rate of Consolidation for Vertical Drainage Due to
Instantaneous Loading.........................................7.1-227
10
Vertical Sand Drains and Settlement Time Rate...................7.1-228
11
Nomograph for Consolidation With Vertical Drainage..............7.1-229
12
Effect of Drainage Conditions on Time Rate of Consolidation.....7.1-230
13
Time Rate of Consolidation for Gradual Load Application.........7.1-232
14
Coefficient of Consolidation from Field Measurements............7.1-233
15
Procedure for Determining the Rate of Consolidation for All
Soil Systems Containing "N" Layers............................7.1-235
16
Coefficient of Secondary Compression as Related to Natural
Water Content.................................................7.1-237
17
Surcharge Load Required to Eliminate Settlement Under Final
Load..........................................................7.1-245
18
Data for Typical Sand Drain Installation........................7.1-248
19
Nomograph for Consolidation with Radial Drainage to Vertical
Sand Drain....................................................7.1-249
20
Example of Surcharge and Sand Drain Design......................7.1-250
21
Allowance for Smear Effect in Sand Drain Design.................7.1-252
22
Computation of Swell of Desiccated Clays........................7.1-256
CHAPTER 6
1
Flow Net Construction and Seepage Analysis......................7.1-260
2
Penetration of Cut Off Wall to Prevent Piping in Isotropic
Sand..........................................................7.1-268
3
Penetration of Cut Off Wall Required to Prevent Piping in
Stratified Sand...............................................7.1-269
4
Design Criteria for Protective Filters..........................7.1-272
5
Typical Filter and Drainage Blanket Applications................7.1-276
6
Permeability and Capillarity of Drainage Materials..............7.1-277
7
Analysis of Drainage Layer Performance..........................7.1-278
8
Intercepting Drains for Roadways on a Slope.....................7.1-280
9
Rate of Seepage into Drainage Trench............................7.1-281
10
Groundwater Lowering by Pumping Wells...........................7.1-284
11
Drainage of Artesian Layer by Line of Relief Wells..............7.1-285
12
Nomograph for Determining Soil Erodibility (K) for Universal
Soil Loss Equation............................................7.1-290
13
Capacity of Sediment Control Ponds..............................7.1-302
14
Design Criteria for Riprap and Filter on Earth Embankments......7.1-304
xi
Change 1, September 1986
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