Table
Title
Page
CHAPTER 4
1
Overburden Rock Load Carried by Roof Support....................7.1-195
2
Loads for Temporary Supports in Earth Tunnels at Depths More
Than 1.5 (B + H+t,)...........................................7.1-199
CHAPTER 5
1
Shape and Rigidity Factors I for Calculating Settlements of
Points on Loaded Areas at the Surface of an Elastic
Half-Space....................................................7.1-212
2
Relationship Between Undrained Modulus and Overconsolidation
Ratio.........................................................7.1-215
Estimates of Coefficient of Consolidation (C+c,)................7.1-224
3
4
Tolerable Settlements for Building..............................7.1-239
5
Tolerable Differential Settlement for Miscellaneous Structures..7.1-240
6
Methods of Reducing or Accelerating Settlement or Coping with
Settlement....................................................7.1-242
7
Common Types of Vertical Drains.................................7.1-247
8
Heave From Volume Change........................................7.1-254
CHAPTER 6
1
Cutoff Methods for Seepage Control..............................7.1-264
2
Impermeable Reservoir Linings...................................7.1-287
3
Typical Erosion Control Practice................................7.1-291
4
Limiting Flow Velocities to Minimize Erosion....................7.1-300
CHAPTER 7
1
Analysis of Stability of Natural Slopes.........................7.1-310
2
Analysis of Stability of Cut and Fill Slopes, Conditions
Varying with Time.............................................7.1-312
3
Pore Pressure Conditions for Stability Analysis of Homogeneous
Embankment....................................................7.1-334
4
Methods of Stabilizing Excavation Slopes........................7.1-336
5
Thickness and Gradation Limits of Dumped Riprap.................7.1-347
Change 1, September 1986
xiv
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