Pile Design and Construction Practice, Fifth edition

Subject index 549

ground investigation 498
ground investigations for piling 512;
offshore 508
groundwater: concreting under 62, 121, 133;
observations of 480, 500, 507
groups of piles: block failure of 264, 272;
eccentric loading on 284, 353–6; in filled
ground 276–8; heave effects on 278–80;
lateral loads on 353–6; negative skin friction
on 276–8; optimization of settlements in
287; in rock 272–6; settlement of 250–71; in
soils 240–71; ultimate resistance of 243– 50
grouting: base 121; shaft 121
guides, for piling 79, 419

H-section piles: advantages of 39; curvature of
43; for machinery foundations 436; Peine
38, 43; in permafrost 452; shaft friction on
158, 172; strengthening toes of 47; for
underpinning 438–9, 443; wings for 41
hammers: piling 80; vibrators 92– 5
heave, ground 276–80, 513
helical piles 445
helmets 100
Hercules piles 32
high-alumina cement 452, 490
Hoesch piles 38, 43
horizontal load seelateral loads
hush piling 99
hydraulic hammers 82– 7

ice forces 414– 16
ICP method 181– 6
impact forces 400, 411
inclination factor 247
inclined loading 248, 355
integrity, structural 535
integrity tests 63, 535
interaction analysis 217, 278
interface friction 139, 169, 184

jacket structures 37, 71, 341, 411, 421
jacking piles 33, 66, 441
jetties seemarine structures
jetting piles 101, 125

karst 272
kelly 114
Krupp piles 38

laboratory testing 302
landfill 62
lateral load tests 533– 5
lateral loads: from bridge abutments 354–6; on
pile groups 353–6; on raking piles 352–3; on
single piles 327– 52
leaders 72–6; spotter 76

limit states 5, 143

load/settlement curves 520, 528

load transfer: in pile groups 9, 241; on pile

shafts 141, 196, 287

load/uplift curves 532

loading tests: compression 520, 529; constant

rate of penetration 520; continuous rate of

uplift 530; dynamic 527; lateral 533;

maintained load 520; SIMBAT 527;

Statnamic 527; uplift 530

loss of ground due to piling 9, 280, 444,

454, 513

machinery foundations 434– 6

made ground seefilled ground

maintained load test 520

marine structures: current forces on 411–12;

durability of piles in 482–6; ice forces on

414 – 15; impact forces on 400–7; mooring

forces on 407; wave forces on 408–11; wind

forces on 411

mass factor 206– 8

Ménard pressuremeter 346, 505

micropiles 55

mining subsidence 445– 9

minipiles seemicropiles

model factor 149

model pile 146, 310

modulus: deformation, of coarse-grained soils

183, 270; deformation, of rocks 273–5;

pressuremeter 346, 348; of subgrade reaction

329, 340, 345, 347; of subgrade variation

341 – 5

Monopile 82, 418

Monotube piles 43

mooring dolphins 407, 420

mooring forces 407

MV piles 39

NEC3 seeEngineering and Construction

Contract

negative skin friction 212–19, 276– 8

noise control 97–9, 326, 513

observational method 14, 144– 5

open-end piles, resistance of 156, 167–9,

174, 183

organic acids 486–7, 490

organic coatings 495– 6

oscillation of piles 37, 412, 466, 534

oscillators, casing 111– 14

Oslo point 27, 45

over-consolidated soils 170, 260–2, 265

p–ycurves 342– 5

packing 18, 96, 100–1, 125, 380– 1

painting 495– 6