Exploration and sampling (continued)
Test pits and trenches............................................7.1-71
Hand-cut samples...............................................7.1-80
Machine excavation.............................................7.1-72
Types..........................................................7.1-72
F
Foundations, elastic stress..........................................7.1-162
See Stresses and pressures.
Frost, regional penetration..........................................7.1-39
G
Glossary.............................................................7.1-G-1
I
Isotropic foundations................................................7.1-162
See Stresses, Elastic, Semi-infinite.
L
Laboratory tests and test
properties.........................................................7.1-117
M
Mohr's circle of stress..............................................7.1-161
P
Pore pressure analysis...............................................7.1-333
See Stability analysis.
Pressure distribution................................................7.1-161
Pressure on buried structures ........................................7.1-161
Shafts, vertical..................................................7.1-198
In clay........................................................7.1-198
In sand........................................................7.1-198
Shallow pipes and conduits........................................7.1-181
Conduits beneath embankments...................................7.1-190
Joint rotation..............................................7.1-192
Longitudinal extension......................................7.1-192
Selection of pipe...........................................7.1-192
Pipe, concrete.................................................7.1-184
Pipe, flexible steel...........................................7.1-188
Tunnels...........................................................7.1-192
In cohesionless soil...........................................7.1-196
In cohesive soil...............................................7.1-196
Pressures during
construction..............................................7.1-198
Pressures following
construction..............................................7.1-198
In rock........................................................7.1-194
R
Reservoir impermeabilization.........................................7.1-286
See Seepage and drainage,
Reservoirs.
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