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