abutments, bridge 454– 63
acid attack 490
actions 6–7, 143– 7
adfreezing 449– 52
adhesion seeshaft friction
adhesion factor 154– 5
allowable load 142–3, 211
American Petroleum Institute 167, 319, 418
anchors 308, 315– 27
Arbed piles 38
Atlas piles 56
attrition 309
auger 57, 106– 11
auger-injected piles 61
barges 419
barrettes 61
base grouting 121– 3
base resistance: bored and cast-in-place piles
161, 175, 205; in coarse-grained soils 165,
171, 175; continuous flight auger piles 210;
driven and cast-in-place piles 159, 174, 204;
driven piles 171; in fine-grained soils 151,
159, 161, 183; in layered soils 189–91;
observations of 526; related to static cone
tests 176; in rocks 198, 209; using ICP
method 181– 7
basements 282– 5
belling bucket 111
bentonite slurry: concreting under 121;
drilling with 120–1, 134; effects on shaft
friction 161, 163, 206; reducing negative
skin friction 219
berthing structures seemarine structures
bitumen coating 220, 490
block failure 264, 272
bored and cast-in-place piles: base resistance of
161, 175, 205; in coarse-grained soils 175;
continuous flight auger 61–3, 114, 132;
description of 59–61; durability of 488–9;
enlarged bases for 58–60, 111, 128, 162,
312 – 13; in fine-grained soils 161–3;
installation of 106–21; lateral loads on 345;
in mining subsidence areas 446; in rocks
204 – 8; reinforcement of 59–61; shaft friction
on 160–3; underpinning with 437–42;
working stresses on 23, 63
box piles 38
bridge loading 466
Brinch Hanson method 165
brownfield sites seecontaminated landcaisson pile seedrilled-in tubular piles
calcareous soils 171, 185
Camkometer 264, 505
cap block 100
caps and capping beams: for over-water
bridges 469; protection of 490; structural
design of 388, 393– 5
cased piles 38
cathodic protection 495– 6
CEM1 seePortland cement
Centrum pile 32
chalk 201–3, 274; grades 541
characteristic strength 5, 143; of concrete 21
characteristic values 5, 145, 149
coarse-grained soils: bored and cast-in-place
piles in 165, 171, 175; driven and cast-
in-place piles in 173–6; driven piles in
171 – 3; loss of ground in 280–1, 284; pile
groups in 263–71; shaft friction on piles in
169, 171– 5
composite piles 65
computer programs 242, 255, 345, 355,
380 – 1, 460
concreting piles: generally 127–36; in
permafrost 452; in water-bearing ground
133 – 4; under bentonite 61, 121, 133
cone test seedynamic cone test; static cone
penetration test
constant rate of penetration 520– 2
Construction (Design and Management)
Regulations 512
contaminated land 12, 58, 493