Index for the Civil PE Construction Module, Third Edition (click here)
Table of Content for the third edition is provided at the start of the book named "subject guide"
A
Accelerating Admixtures, 86
ACWP, 150, 151
Admixtures, 85, 86
aggregates, 85, 184, 185, 198, 205, 206
Aggregates, 184, 185, 206
Aluminum Forms, 87
Angle of operation, 66, 67, 68
Angle of Operation, 66, 67
Aquifers, 157, 225
arrow side, 201, 202, 203
Artesian, 156, 157
Azimuth, 22
B
Backfill, 101, 102, 117, 236
backhoe, 66, 67, 70, 114, 158, 159, 225, 229
Backhoes, 9, 66, 70
Bank Volume, 116, 117, 118
Base Pay, 110
BCWP, 150, 151
BCWS, 150, 151
Bentonite, 225, 226, 228
Borrow Pit, 12, 18, 21
Braces, 91, 128, 129
bracing, 98
Bracing, 4, 98, 212, 213
Bracings, 259
Bricks, 102, 103
Bucket efficiency, 66, 67, 68
Bucket struck capacity, 67, 68
Butt joints, 199
C
cement blocks, 186, 187
center of gravity, 79, 237, 261, 262, 263, 264, 269
Channels, 104, 105, 186
Chemical admixtures, 86
cleats, 125, 126, 127
Closed end pipe piles, 255
Coefficient of Permeability, 196
Coefficient of Traction, 76
cofferdam, 215, 216, 217
Cofferdam, 218
compact volume, 116
Compaction, 6, 11, 71, 193, 194
Concrete admixtures, 85
Concrete retarders, 86
Concrete Retarders, 86
confined aquifer, 157, 225
Contour lines, 81
Corner joints, 199, 200
Cost - Benefit Analysis, 146
Cost variance, 151
CPI, 150, 151, 152, 153
crane, 12, 57, 59, 60, 67, 68, 136
crawler type, 65, 74
Creasoting, 253
crew hour, 109, 110, 119, 122, 131, 134, 135, 137, 138, 140
critical path, 170, 179, 180, 181, 182
Critical path method, 164
CSI format, 99
Cumulative cut, 47, 52, 54, 55, 56, 81
Cut and fill, 44, 45, 81
Cut and Fill, 12, 81, 84
Cut and fill diagram, 45
D
Degree of saturation, 13, 14, 17, 18
Depreciation, 112, 113, 114, 115
Depth of Operation, 67
Dewatering, 4, 154, 155, 156
Dowels, 250, 251
Dozer, 11, 61, 62, 74, 77
Drag coefficient, 217
Dragline, 68, 69
Drainage, 84
Drawbar pull, 74
Drawbar Pull, 74, 77
Dry Density, 13
E
Early start time, 167, 168, 169
Earned value, 149, 150
Earth pressure coefficient, 235
Earthwork, 4, 6, 12, 43, 109
Edge joints, 199
Elevating Scrapers, 62
erosion, 4, 10, 159, 160, 161, 235
Erosion, 7, 159, 161
excavation, 4, 66, 67, 115, 133, 134, 154, 155, 156, 161, 223, 227, 229
Excavations, 37, 154, 155, 161, 223, 248
Excavators, 65
F
fabrication, 136, 166
Fabrication, 136, 166
Falsework, 4, 209
fbm, 124, 125, 127, 129, 130, 135, 139
Fillet Weld, 201
Finished grade, 42
Flange, 105, 106, 107
fly ash, 85, 86
Fly ash, 85, 86
footboard measure, 124
Formwork, 4, 11, 87, 100, 118, 120, 122, 123, 124, 125, 126, 128, 129, 136, 137, 138, 139, 164, 208, 209
forward pass, 70, 71, 165, 166, 170, 172, 176, 177, 178
Forward pass, 70, 165, 167, 168, 169, 175, 178
Free Float, 179, 180
Free haul distance, 54, 55
Fringe Benefits, 110
frost depth, 231
future worth, 141
G
Gabions, 233
Gantry cranes, 12, 58, 59
General liability insurance, 110, 111, 112
General Liability Insurance, 110
Geographic North, 21, 22
Grader, 70, 71
Graders, 70
Groundwater, 5, 155, 156, 157, 224, 226
Gusset, 136
H
Hand augurs, 226
Heap volume, 65, 66
Heap Volume, 65
hoist cable, 68
Hoist Cable, 68
Horizontal curves, 7, 27
Horizontal Curves, 27, 29
horsepower, 73, 74, 77
Horsepower, 64, 74, 77
HP - Piles, 106
I
impermeable, 157
Incidence Rate, 224
independent float, 180, 181
Independent float, 181
Independent Float, 179, 180
Information stake, 38, 39, 40, 41, 42
Information Stake, 38
J
Jumping Jacks, 73
L
L - Angles, 106
labor hours, 110, 122, 131, 135, 137, 138
lag, 171, 172, 176, 177
Lap joints, 199, 200
Late finish time, 166, 167, 168, 169, 170
late start time, 167, 168, 169, 170, 176
Lateral earth pressure, 6, 234, 238, 241
Lateral pressure, 87, 88
lifting, 57, 136, 154, 261
Liquid limit, 189, 195, 196
Load on shoring, 94, 96, 97
Loader Cycle Time, 65
Loaders, 63, 64
lump sum, 143, 145, 149
M
M - Sections, 105
Machine power, 73
Magnetic North, 21, 22
masonry, 98, 99, 102, 182, 233
Masonry, 4, 98, 99, 102, 184, 186
Masonry walls, 98
Mass diagram, 45, 47, 48, 50, 53, 55
Mass Diagrams, 43, 45
MC Sections, 106
Meridian, 22
Metal Ties, 90, 128
Modified proctor, 71
Modified Proctor test, 193
moisture content, 16, 18, 19, 20, 194, 195
Monitoring wells, 156
mortar, 98, 99, 102, 103, 104, 186
Mortar, 102, 103, 104, 187
mud rotary drilling, 228
Mudrotary drilling, 228
N
negative lag, 176
O
Open end pipe piles, 252, 255, 256
Original shoring, 94, 95, 96, 97
OSHA, 5, 98, 219, 222, 223, 224
Overhang, 130, 131
Overhaul, 56
Overturning moment, 236, 238, 240
P
Permeability Test, 196
Personal Protective Equipment, 220
Piezometers, 156
Pipe piles, 255
planned value, 149, 150, 152
Plastic limit, 195, 196
Plates, 90, 91, 128, 129
Plywood, 87
Plywood Forms, 87
point of tangent, 29
Point of vertical curvature, 33, 35
Point of Vertical Curvature, 32
Point of Vertical Intersection, 32
point of vertical tangent, 33
point of Vertical Tangent, 32
Poorly Graded, 191
Porosity, 13, 16, 17, 18, 203
Predecessors, 166, 168
Present value, 141, 146, 147, 148
PVC, 32, 33, 34, 35, 36, 156, 157
PVI, 32, 33, 35, 36
PVT, 32, 33, 34, 35, 36
R
radians, 28
Rafter, 130
reference stake, 40, 41, 42
Reshoring, 93, 94, 95, 96, 97
Resisting moment, 60, 61, 236, 238
retaining wall, 84, 101, 102, 177, 213, 233, 235, 236, 237, 238, 239, 240, 247
rigging, 4, 154
Rim pull, 74, 76
Rip Rap, 161
rock bolts, 213, 246, 247, 248, 250
Rolling resistance, 73, 75
S
Scaffolding, 209, 210, 211
Schedule variance, 151
scrapers, 61, 62, 63, 79, 80, 81
sheathing, 91, 92, 124, 125, 126, 127, 139, 140
Sheathing, 90, 91, 92, 128, 129
Sheepsfoot rollers, 72
sheetpiles, 133, 134, 215, 216, 217
Sheetpiles, 133, 162, 216, 233
Shoring, 4, 93, 95, 117, 154, 211, 212
Shrinkage factor, 49, 50, 51, 116
Sieve analysis, 189, 190
Silica, 85, 86
Silt fences, 159, 160
Site Layout, 21
Slump Test, 188
Slurry, 225
Snow loads, 5, 258
Social security tax, 110, 111, 112
Social Security Tax, 110
soldier piles, 162, 163, 216, 217
SPI, 150, 151, 152, 153
Split spoon, 229
ST Sections, 107
standard bricks, 103
Static water pressure, 217
Steel Erection, 11, 136
Steel Forms, 87
Struck volume, 66
Struck Volume, 65
Studs, 90, 91, 92, 128, 129
submersible pumps, 155, 156
Sum of the Years Digits Method, 113
Superplasticizers, 86
Swell factor, 116
T
test pits, 229
Timber piles, 252, 253, 254
Total Float, 179, 180
Total stations, 23
Towed Scrapers, 62
Tower Cranes, 58
Traverse, 24
truss, 166, 259
U
Unemployment Insurance, 110
uniform series, 144, 145, 147, 148
Usable Force, 76
V
V groove, 199, 203
Vertical curves, 7, 27, 35
Vertical Curves, 27, 31
Vibratory Plates, 73
W
W Shapes, 105, 185
wales, 90, 91, 92, 128, 129, 133, 134, 216
Wales, 90, 92, 128, 129, 133, 216
Wall Forms, 88, 90
Water Cement Ratio, 184
Water Reducing Admixtures, 86
Web, 105, 106, 107
welding, 11, 136, 201, 203, 220, 221
Well Graded, 191
well points, 154, 155, 156
Well points, 155, 156
Wide Flange, 105, 185
Wind loads, 5, 258
wood yokes, 126, 127
Worker's compensation insurance, 111, 112
Workers Compensation Insurance, 110
WT Sections, 107
Z
zenith, 22
Accelerating Admixtures, 86
ACWP, 150, 151
Admixtures, 85, 86
aggregates, 85, 184, 185, 198, 205, 206
Aggregates, 184, 185, 206
Aluminum Forms, 87
Angle of operation, 66, 67, 68
Angle of Operation, 66, 67
Aquifers, 157, 225
arrow side, 201, 202, 203
Artesian, 156, 157
Azimuth, 22
B
Backfill, 101, 102, 117, 236
backhoe, 66, 67, 70, 114, 158, 159, 225, 229
Backhoes, 9, 66, 70
Bank Volume, 116, 117, 118
Base Pay, 110
BCWP, 150, 151
BCWS, 150, 151
Bentonite, 225, 226, 228
Borrow Pit, 12, 18, 21
Braces, 91, 128, 129
bracing, 98
Bracing, 4, 98, 212, 213
Bracings, 259
Bricks, 102, 103
Bucket efficiency, 66, 67, 68
Bucket struck capacity, 67, 68
Butt joints, 199
C
cement blocks, 186, 187
center of gravity, 79, 237, 261, 262, 263, 264, 269
Channels, 104, 105, 186
Chemical admixtures, 86
cleats, 125, 126, 127
Closed end pipe piles, 255
Coefficient of Permeability, 196
Coefficient of Traction, 76
cofferdam, 215, 216, 217
Cofferdam, 218
compact volume, 116
Compaction, 6, 11, 71, 193, 194
Concrete admixtures, 85
Concrete retarders, 86
Concrete Retarders, 86
confined aquifer, 157, 225
Contour lines, 81
Corner joints, 199, 200
Cost - Benefit Analysis, 146
Cost variance, 151
CPI, 150, 151, 152, 153
crane, 12, 57, 59, 60, 67, 68, 136
crawler type, 65, 74
Creasoting, 253
crew hour, 109, 110, 119, 122, 131, 134, 135, 137, 138, 140
critical path, 170, 179, 180, 181, 182
Critical path method, 164
CSI format, 99
Cumulative cut, 47, 52, 54, 55, 56, 81
Cut and fill, 44, 45, 81
Cut and Fill, 12, 81, 84
Cut and fill diagram, 45
D
Degree of saturation, 13, 14, 17, 18
Depreciation, 112, 113, 114, 115
Depth of Operation, 67
Dewatering, 4, 154, 155, 156
Dowels, 250, 251
Dozer, 11, 61, 62, 74, 77
Drag coefficient, 217
Dragline, 68, 69
Drainage, 84
Drawbar pull, 74
Drawbar Pull, 74, 77
Dry Density, 13
E
Early start time, 167, 168, 169
Earned value, 149, 150
Earth pressure coefficient, 235
Earthwork, 4, 6, 12, 43, 109
Edge joints, 199
Elevating Scrapers, 62
erosion, 4, 10, 159, 160, 161, 235
Erosion, 7, 159, 161
excavation, 4, 66, 67, 115, 133, 134, 154, 155, 156, 161, 223, 227, 229
Excavations, 37, 154, 155, 161, 223, 248
Excavators, 65
F
fabrication, 136, 166
Fabrication, 136, 166
Falsework, 4, 209
fbm, 124, 125, 127, 129, 130, 135, 139
Fillet Weld, 201
Finished grade, 42
Flange, 105, 106, 107
fly ash, 85, 86
Fly ash, 85, 86
footboard measure, 124
Formwork, 4, 11, 87, 100, 118, 120, 122, 123, 124, 125, 126, 128, 129, 136, 137, 138, 139, 164, 208, 209
forward pass, 70, 71, 165, 166, 170, 172, 176, 177, 178
Forward pass, 70, 165, 167, 168, 169, 175, 178
Free Float, 179, 180
Free haul distance, 54, 55
Fringe Benefits, 110
frost depth, 231
future worth, 141
G
Gabions, 233
Gantry cranes, 12, 58, 59
General liability insurance, 110, 111, 112
General Liability Insurance, 110
Geographic North, 21, 22
Grader, 70, 71
Graders, 70
Groundwater, 5, 155, 156, 157, 224, 226
Gusset, 136
H
Hand augurs, 226
Heap volume, 65, 66
Heap Volume, 65
hoist cable, 68
Hoist Cable, 68
Horizontal curves, 7, 27
Horizontal Curves, 27, 29
horsepower, 73, 74, 77
Horsepower, 64, 74, 77
HP - Piles, 106
I
impermeable, 157
Incidence Rate, 224
independent float, 180, 181
Independent float, 181
Independent Float, 179, 180
Information stake, 38, 39, 40, 41, 42
Information Stake, 38
J
Jumping Jacks, 73
L
L - Angles, 106
labor hours, 110, 122, 131, 135, 137, 138
lag, 171, 172, 176, 177
Lap joints, 199, 200
Late finish time, 166, 167, 168, 169, 170
late start time, 167, 168, 169, 170, 176
Lateral earth pressure, 6, 234, 238, 241
Lateral pressure, 87, 88
lifting, 57, 136, 154, 261
Liquid limit, 189, 195, 196
Load on shoring, 94, 96, 97
Loader Cycle Time, 65
Loaders, 63, 64
lump sum, 143, 145, 149
M
M - Sections, 105
Machine power, 73
Magnetic North, 21, 22
masonry, 98, 99, 102, 182, 233
Masonry, 4, 98, 99, 102, 184, 186
Masonry walls, 98
Mass diagram, 45, 47, 48, 50, 53, 55
Mass Diagrams, 43, 45
MC Sections, 106
Meridian, 22
Metal Ties, 90, 128
Modified proctor, 71
Modified Proctor test, 193
moisture content, 16, 18, 19, 20, 194, 195
Monitoring wells, 156
mortar, 98, 99, 102, 103, 104, 186
Mortar, 102, 103, 104, 187
mud rotary drilling, 228
Mudrotary drilling, 228
N
negative lag, 176
O
Open end pipe piles, 252, 255, 256
Original shoring, 94, 95, 96, 97
OSHA, 5, 98, 219, 222, 223, 224
Overhang, 130, 131
Overhaul, 56
Overturning moment, 236, 238, 240
P
Permeability Test, 196
Personal Protective Equipment, 220
Piezometers, 156
Pipe piles, 255
planned value, 149, 150, 152
Plastic limit, 195, 196
Plates, 90, 91, 128, 129
Plywood, 87
Plywood Forms, 87
point of tangent, 29
Point of vertical curvature, 33, 35
Point of Vertical Curvature, 32
Point of Vertical Intersection, 32
point of vertical tangent, 33
point of Vertical Tangent, 32
Poorly Graded, 191
Porosity, 13, 16, 17, 18, 203
Predecessors, 166, 168
Present value, 141, 146, 147, 148
PVC, 32, 33, 34, 35, 36, 156, 157
PVI, 32, 33, 35, 36
PVT, 32, 33, 34, 35, 36
R
radians, 28
Rafter, 130
reference stake, 40, 41, 42
Reshoring, 93, 94, 95, 96, 97
Resisting moment, 60, 61, 236, 238
retaining wall, 84, 101, 102, 177, 213, 233, 235, 236, 237, 238, 239, 240, 247
rigging, 4, 154
Rim pull, 74, 76
Rip Rap, 161
rock bolts, 213, 246, 247, 248, 250
Rolling resistance, 73, 75
S
Scaffolding, 209, 210, 211
Schedule variance, 151
scrapers, 61, 62, 63, 79, 80, 81
sheathing, 91, 92, 124, 125, 126, 127, 139, 140
Sheathing, 90, 91, 92, 128, 129
Sheepsfoot rollers, 72
sheetpiles, 133, 134, 215, 216, 217
Sheetpiles, 133, 162, 216, 233
Shoring, 4, 93, 95, 117, 154, 211, 212
Shrinkage factor, 49, 50, 51, 116
Sieve analysis, 189, 190
Silica, 85, 86
Silt fences, 159, 160
Site Layout, 21
Slump Test, 188
Slurry, 225
Snow loads, 5, 258
Social security tax, 110, 111, 112
Social Security Tax, 110
soldier piles, 162, 163, 216, 217
SPI, 150, 151, 152, 153
Split spoon, 229
ST Sections, 107
standard bricks, 103
Static water pressure, 217
Steel Erection, 11, 136
Steel Forms, 87
Struck volume, 66
Struck Volume, 65
Studs, 90, 91, 92, 128, 129
submersible pumps, 155, 156
Sum of the Years Digits Method, 113
Superplasticizers, 86
Swell factor, 116
T
test pits, 229
Timber piles, 252, 253, 254
Total Float, 179, 180
Total stations, 23
Towed Scrapers, 62
Tower Cranes, 58
Traverse, 24
truss, 166, 259
U
Unemployment Insurance, 110
uniform series, 144, 145, 147, 148
Usable Force, 76
V
V groove, 199, 203
Vertical curves, 7, 27, 35
Vertical Curves, 27, 31
Vibratory Plates, 73
W
W Shapes, 105, 185
wales, 90, 91, 92, 128, 129, 133, 134, 216
Wales, 90, 92, 128, 129, 133, 216
Wall Forms, 88, 90
Water Cement Ratio, 184
Water Reducing Admixtures, 86
Web, 105, 106, 107
welding, 11, 136, 201, 203, 220, 221
Well Graded, 191
well points, 154, 155, 156
Well points, 155, 156
Wide Flange, 105, 185
Wind loads, 5, 258
wood yokes, 126, 127
Worker's compensation insurance, 111, 112
Workers Compensation Insurance, 110
WT Sections, 107
Z
zenith, 22
ERRATA FOR THE CONSTRUCTION MODULE (THIRD EDITION)
Problem No. 2.4, Mortar thickness is 1 inch. The figure shows 0.5 in.
Index for the Civil PE Geotechnical Module
A
active earth pressure, 70
Aquifers, 7, 227, 231
augers, 16, 17, 18
Auguring, 17, 183, 221
Axial capacity, 6, 190
B
Bearing capacity, 6, 8, 16, 112, 113, 115, 117, 119, 216
Bentonite, 18, 56, 232
Boring log, 6, 8
borrow pit, 51, 52, 53
Borrow pit, 8, 51
Boulders, 28, 220
Bracing, 7, 237
C
Cantilever Retaining Walls, 146, 165
Cantilever walls, 6, 9, 143
clay, 18, 21, 22, 26, 28, 33, 36, 38, 39, 40, 42, 43, 44, 45, 55, 56, 59, 61, 62, 63, 64, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 99, 100, 101, 102, 104, 105, 106, 108, 109, 112, 117, 118, 120, 122, 125, 126, 128, 129, 157, 158, 159, 160, 161, 162, 172, 178, 188, 189, 190, 203, 204, 205, 206, 209, 210, 221, 222, 228, 232, 251
clays, 22, 23, 25, 73, 74, 76, 109, 112, 117, 128, 204, 209, 211, 220
Closed End Pipe Piles, 186
coarse fraction, 25
Cofferdams, 7, 239, 240
Cohesion, 18, 22, 40, 59, 62, 112, 113, 115, 127, 157, 158, 159, 160, 176, 203, 204, 205, 206
compaction, 47, 52, 92, 95, 100, 104, 210
Compression index, 76, 77, 79, 80, 81, 82, 84, 85, 87, 90
Consolidation, 6, 8, 19, 28, 71, 76, 77, 78, 79, 81, 82, 83, 86, 88, 89, 90, 109
Contaminated Soils, 18
D
Deep Foundations, 6, 183
Degree of saturation, 47, 50, 51
drainage layer, 88, 89, 90, 91
Drilling, 6, 17, 18, 19, 20, 221
E
Earth dams, 6, 105
Earth Retaining Structures, 6, 9, 143
effective stress, 6, 40, 41, 42, 44, 45, 78, 79, 80, 82, 84, 86, 87, 91, 101, 102, 113, 131, 167, 190, 191, 193, 194, 196, 198, 199, 201, 202, 204, 209
Effective stress, 40, 41, 42, 44, 45, 76, 77, 79, 80, 81, 84, 85, 86, 87, 88, 90, 101, 102, 113, 131, 190, 191, 192, 194, 195, 197, 199, 200, 201, 203
Elastic modulus, 128, 129
Elastic settlement, 128, 129
End Bearing Capacity, 193, 194, 195, 197, 199, 200, 201, 203
Expansive soils, 6, 95, 96
F
Faults, 97, 98
fine fraction, 25
Fine sand, 20, 21, 29
Formwork, 7, 232, 233, 234
Fracture log, 36
friction, 6, 18, 20, 21, 22, 33, 36, 57, 58, 59, 61, 62, 63, 65, 66, 70, 112, 113, 115, 116, 117, 118, 119, 120, 122, 123, 127, 139, 154, 156, 163, 167, 168, 169, 184, 185, 189, 190, 191, 192, 193, 194, 195, 196, 197, 198, 199, 200, 201, 202, 203, 204, 205, 206, 208, 209, 210, 211, 222, 224, 225, 226, 252
frost depth, 67, 111
Frost Depth, 111
G
Gabion Walls, 162
Gabions, 143
Geosynthetics, 6, 55
Geotextiles, 55, 56
Gravels, 22, 25, 28
Gravity walls, 6, 9, 143, 165
Ground modification, 106
Groundwater, 7, 17, 41, 43, 44, 45, 77, 78, 79, 81, 86, 90, 150, 151, 199, 200, 206, 227, 228, 229, 230, 231, 232
H
Horizontal Fault, 98
H-piles, 183, 184, 185, 186, 188, 192, 221
hydrometer, 25, 29, 30, 31
Hydrometer, 25, 28, 29, 30, 31
I
Igneous rocks, 31
J
joint set, 33
joints, 6, 31, 33, 34, 35, 36, 37, 184
L
Lateral earth pressure coefficient, 69, 145, 167, 190, 192
liquefaction, 99, 100, 101, 102
Liquefaction, 6, 99, 100, 101, 102
Liquid limit, 26, 27, 28
Liquid Limit, 26, 27, 28
Load Factors, 132
M
major principle stress, 63, 65, 66, 67
Major principle stress, 64, 65, 66
Mechanically stabilized earth walls, 6, 143, 166
Medium sand, 20, 21
Metamorphic rocks, 31
Minor principle stress, 64, 65, 66
Modified Proctor density, 51
modified proctor test, 94
Modified Proctor test, 92
Mohr's circle, 60, 61, 64, 65, 66, 67, 205
moisture content, 46, 49, 51, 52, 53, 93
N
normal stress, 64, 65, 66, 67
Normal stress, 60, 62, 63, 64, 65, 67
Normally Consolidated Clay, 77, 78, 79, 81
O
OCR, 43, 44, 45
Open end pipe piles, 183, 186
overconsolidated clay, 82
overconsolidation ratio, 42, 43, 44, 45
Overconsolidation ratio, 6, 42, 43
Overturning moment, 141, 147, 148, 149, 152, 154, 159, 160, 161, 163, 166
P
P – waves, 97
passive earth pressure, 70, 145, 191
penetrometers, 39
Permeability, 6, 8, 28, 53, 54, 228
Pile, 7, 16, 18, 141, 183, 184, 188, 189, 190, 191, 192, 193, 199, 203, 204, 205, 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216, 217, 218, 219, 220, 221, 222, 223
Plastic limit, 26, 27, 28
plasticity Index, 28
Poisson’s ratio, 128, 129
poorly graded, 22, 25
porosity, 46, 47, 48, 51, 54, 102
Pre- Stressed Grouted Rock Anchors, 180
Precast Concrete Piles, 187
preconsolidation pressure, 82
Punching Shear Zone, 135
R
Reinforced Earth Wall, 167
Resin Anchored Rock Bolts, 177
Richter Magnitude Scale, 98
rock anchors, 6, 143, 172, 173, 174, 175, 176, 179, 180
Rock Anchors, 171, 173, 175, 179, 180
rock coring, 34
Rock Dowels, 178
Rock fractures, 33
Rock Joints, 33
RQD, 6, 31, 35, 177
S
S – Waves, 97
Sand columns, 106
Sedimentary rocks, 31, 32
Seismic Waves, 97
Shallow foundations, 67, 92, 110, 111, 141
Shallow Foundations, 6, 8, 110, 128, 141
shape factors, 115, 116, 117, 118, 119
Shear strength, 6, 58, 61, 133, 136
Shelby tubes, 19
Sieve analysis, 23, 24, 25, 28
Silt, 22, 23, 28, 29, 38, 99, 129, 222, 224
Skin Friction Angle, 191
Sliding Failure, 146, 165
Slope stability, 6, 8, 27
Soil Classification Procedure, 25
Specific gravity, 29, 47, 49, 50
Split Set Stabilizers, 178
split spoon samples, 19, 20
SPT, 6, 18, 20, 21, 99, 101, 127, 128, 129, 131, 132
Standard Penetration Test, 20, 101
standard ram, 92
Stokes equation, 30, 31
Stone columns, 108, 109
Strength Reduction Factors, 133
T
Tan d (Wall Friction Angle), 191
Terzaghi bearing capacity equation, 110, 111, 112, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 203
Test Pits, 19
Timber piles, 183, 184, 188, 189
total density, 40, 41, 46, 51, 53, 102, 132
Tri-axial tests, 28
U
Unconfined compressive strength, 63
underpinning, 18
undrained test, 63, 64
V
Vane shear tests, 39
vertical effective stress, 69, 77, 83, 167, 168, 190
Vibroflotation, 106, 107
void ratio, 46, 49, 51, 54, 74, 75, 76, 77, 78, 79, 81, 82, 83, 85, 86, 102
Void ratio, 47, 49, 50, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 87, 90
W
Water content, 26, 27, 28, 50, 133
well graded gravel, 22, 25
Well graded gravel, 22
Y
Yieldstress of steel, 134, 137
Young’s modulus, 128, 129, 213
active earth pressure, 70
Aquifers, 7, 227, 231
augers, 16, 17, 18
Auguring, 17, 183, 221
Axial capacity, 6, 190
B
Bearing capacity, 6, 8, 16, 112, 113, 115, 117, 119, 216
Bentonite, 18, 56, 232
Boring log, 6, 8
borrow pit, 51, 52, 53
Borrow pit, 8, 51
Boulders, 28, 220
Bracing, 7, 237
C
Cantilever Retaining Walls, 146, 165
Cantilever walls, 6, 9, 143
clay, 18, 21, 22, 26, 28, 33, 36, 38, 39, 40, 42, 43, 44, 45, 55, 56, 59, 61, 62, 63, 64, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 99, 100, 101, 102, 104, 105, 106, 108, 109, 112, 117, 118, 120, 122, 125, 126, 128, 129, 157, 158, 159, 160, 161, 162, 172, 178, 188, 189, 190, 203, 204, 205, 206, 209, 210, 221, 222, 228, 232, 251
clays, 22, 23, 25, 73, 74, 76, 109, 112, 117, 128, 204, 209, 211, 220
Closed End Pipe Piles, 186
coarse fraction, 25
Cofferdams, 7, 239, 240
Cohesion, 18, 22, 40, 59, 62, 112, 113, 115, 127, 157, 158, 159, 160, 176, 203, 204, 205, 206
compaction, 47, 52, 92, 95, 100, 104, 210
Compression index, 76, 77, 79, 80, 81, 82, 84, 85, 87, 90
Consolidation, 6, 8, 19, 28, 71, 76, 77, 78, 79, 81, 82, 83, 86, 88, 89, 90, 109
Contaminated Soils, 18
D
Deep Foundations, 6, 183
Degree of saturation, 47, 50, 51
drainage layer, 88, 89, 90, 91
Drilling, 6, 17, 18, 19, 20, 221
E
Earth dams, 6, 105
Earth Retaining Structures, 6, 9, 143
effective stress, 6, 40, 41, 42, 44, 45, 78, 79, 80, 82, 84, 86, 87, 91, 101, 102, 113, 131, 167, 190, 191, 193, 194, 196, 198, 199, 201, 202, 204, 209
Effective stress, 40, 41, 42, 44, 45, 76, 77, 79, 80, 81, 84, 85, 86, 87, 88, 90, 101, 102, 113, 131, 190, 191, 192, 194, 195, 197, 199, 200, 201, 203
Elastic modulus, 128, 129
Elastic settlement, 128, 129
End Bearing Capacity, 193, 194, 195, 197, 199, 200, 201, 203
Expansive soils, 6, 95, 96
F
Faults, 97, 98
fine fraction, 25
Fine sand, 20, 21, 29
Formwork, 7, 232, 233, 234
Fracture log, 36
friction, 6, 18, 20, 21, 22, 33, 36, 57, 58, 59, 61, 62, 63, 65, 66, 70, 112, 113, 115, 116, 117, 118, 119, 120, 122, 123, 127, 139, 154, 156, 163, 167, 168, 169, 184, 185, 189, 190, 191, 192, 193, 194, 195, 196, 197, 198, 199, 200, 201, 202, 203, 204, 205, 206, 208, 209, 210, 211, 222, 224, 225, 226, 252
frost depth, 67, 111
Frost Depth, 111
G
Gabion Walls, 162
Gabions, 143
Geosynthetics, 6, 55
Geotextiles, 55, 56
Gravels, 22, 25, 28
Gravity walls, 6, 9, 143, 165
Ground modification, 106
Groundwater, 7, 17, 41, 43, 44, 45, 77, 78, 79, 81, 86, 90, 150, 151, 199, 200, 206, 227, 228, 229, 230, 231, 232
H
Horizontal Fault, 98
H-piles, 183, 184, 185, 186, 188, 192, 221
hydrometer, 25, 29, 30, 31
Hydrometer, 25, 28, 29, 30, 31
I
Igneous rocks, 31
J
joint set, 33
joints, 6, 31, 33, 34, 35, 36, 37, 184
L
Lateral earth pressure coefficient, 69, 145, 167, 190, 192
liquefaction, 99, 100, 101, 102
Liquefaction, 6, 99, 100, 101, 102
Liquid limit, 26, 27, 28
Liquid Limit, 26, 27, 28
Load Factors, 132
M
major principle stress, 63, 65, 66, 67
Major principle stress, 64, 65, 66
Mechanically stabilized earth walls, 6, 143, 166
Medium sand, 20, 21
Metamorphic rocks, 31
Minor principle stress, 64, 65, 66
Modified Proctor density, 51
modified proctor test, 94
Modified Proctor test, 92
Mohr's circle, 60, 61, 64, 65, 66, 67, 205
moisture content, 46, 49, 51, 52, 53, 93
N
normal stress, 64, 65, 66, 67
Normal stress, 60, 62, 63, 64, 65, 67
Normally Consolidated Clay, 77, 78, 79, 81
O
OCR, 43, 44, 45
Open end pipe piles, 183, 186
overconsolidated clay, 82
overconsolidation ratio, 42, 43, 44, 45
Overconsolidation ratio, 6, 42, 43
Overturning moment, 141, 147, 148, 149, 152, 154, 159, 160, 161, 163, 166
P
P – waves, 97
passive earth pressure, 70, 145, 191
penetrometers, 39
Permeability, 6, 8, 28, 53, 54, 228
Pile, 7, 16, 18, 141, 183, 184, 188, 189, 190, 191, 192, 193, 199, 203, 204, 205, 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216, 217, 218, 219, 220, 221, 222, 223
Plastic limit, 26, 27, 28
plasticity Index, 28
Poisson’s ratio, 128, 129
poorly graded, 22, 25
porosity, 46, 47, 48, 51, 54, 102
Pre- Stressed Grouted Rock Anchors, 180
Precast Concrete Piles, 187
preconsolidation pressure, 82
Punching Shear Zone, 135
R
Reinforced Earth Wall, 167
Resin Anchored Rock Bolts, 177
Richter Magnitude Scale, 98
rock anchors, 6, 143, 172, 173, 174, 175, 176, 179, 180
Rock Anchors, 171, 173, 175, 179, 180
rock coring, 34
Rock Dowels, 178
Rock fractures, 33
Rock Joints, 33
RQD, 6, 31, 35, 177
S
S – Waves, 97
Sand columns, 106
Sedimentary rocks, 31, 32
Seismic Waves, 97
Shallow foundations, 67, 92, 110, 111, 141
Shallow Foundations, 6, 8, 110, 128, 141
shape factors, 115, 116, 117, 118, 119
Shear strength, 6, 58, 61, 133, 136
Shelby tubes, 19
Sieve analysis, 23, 24, 25, 28
Silt, 22, 23, 28, 29, 38, 99, 129, 222, 224
Skin Friction Angle, 191
Sliding Failure, 146, 165
Slope stability, 6, 8, 27
Soil Classification Procedure, 25
Specific gravity, 29, 47, 49, 50
Split Set Stabilizers, 178
split spoon samples, 19, 20
SPT, 6, 18, 20, 21, 99, 101, 127, 128, 129, 131, 132
Standard Penetration Test, 20, 101
standard ram, 92
Stokes equation, 30, 31
Stone columns, 108, 109
Strength Reduction Factors, 133
T
Tan d (Wall Friction Angle), 191
Terzaghi bearing capacity equation, 110, 111, 112, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 203
Test Pits, 19
Timber piles, 183, 184, 188, 189
total density, 40, 41, 46, 51, 53, 102, 132
Tri-axial tests, 28
U
Unconfined compressive strength, 63
underpinning, 18
undrained test, 63, 64
V
Vane shear tests, 39
vertical effective stress, 69, 77, 83, 167, 168, 190
Vibroflotation, 106, 107
void ratio, 46, 49, 51, 54, 74, 75, 76, 77, 78, 79, 81, 82, 83, 85, 86, 102
Void ratio, 47, 49, 50, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 87, 90
W
Water content, 26, 27, 28, 50, 133
well graded gravel, 22, 25
Well graded gravel, 22
Y
Yieldstress of steel, 134, 137
Young’s modulus, 128, 129, 213